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Home My WebLink AboutParcel Map 34715 Parcel 20 Drainage Report Oct. 20, 20061 1 1 1 1 1 1 1 1 1 i 1 i 1 1 1 1 1 DRAINAGE REPORT x.18 REDHAWK PLANNING AREA 13 SOUTHEAST CORNER OF DEER HOLLOW WAY AND PEACH TREE STREET CITY OF TEMECULA October 20, 2006 7 d a =1 ADAMS • STREETER CIVIL ENGINEERS INC. P. M. ?1411-5 Randal L. Streeter, V.P. for Adams Streeter, Inc. TABLE OF CONTENTS SECTION PAGE NO. Vicinity Map Location Map 1. Summary 1 2. Hydrology Calculations 1 3. Hydraulics Calculations 2 4. Conclusion 2 APPENDICES APPENDIX A - 10 -Year Frequency Rational Method Hydrology Calculations APPENDIX B - 100 -Year Frequency Rational Method Hydrology Calculations APPENDIX C - Hydraulic Calculations of Storm Drains APPENDIX D - Hydrology Maps L i 1 i 1 A 1 1 i - -- = - =J= -_ - ------ --- --- -- - _- vJ_'_lj_- � -- - -- _- - - - -_ - - - LOCATION MAP N.T.S. 15 ma U. VICINITY MAP N.T.S. THOMAS BROTHER PG. NO. 979 0 PROJECT LOCATION 1. SUMMARY The hydrology and hydraulic calculations contained in this report are intended to provide the hydrologic and hydraulic data necessary for the design of storm drain facilities for Redhawk Planning Area 13, a multi family homes project, which is located at the southeast corner of Deer Hollow Way and Peach Tree Street in the city of Temecula, which is Parcel 20 of Pacel Map number 24387, as shown on a map filed in book 164, pages 5 through 20 inclusive of parcel maps, records of Riverside County, California. The storm drainage system for the project consists of a network of catch basins and interconnecting underground pipelines. The drainage system for the Redhawk Planning 13 consists of line "A" and line "B ". Line "A" conveys flows originating from the northern portion of the project. Line "A" connects to the existing 84" diameter drainage pipe extented from Peach Tree Street. Line `B" conveys flows originating from the southern portion of the project. Line "B" also connects to the existing 84" diameter drainage pipe extented from Peach Tree Street. The existing drainage system on Peach Tree Street was designed as part of the master drainage system for Redhawk — Tract number 23065 -2 in the city of Temecula, California. The drainage system for Redhawk Planning Area 13 discharges onto the existing storm drainage system on Peach Tree Street, which was designed for Redhawk - Tract number 23065 -2 in the city of Temecula, project number LD02- 228CO, Riverside County Flood Control and Water Conservation District project number 7 -0 -0262. 2. HYDROLOGY CALCULATIONS The hydrology calculations are performed using the Rational Method outlined in the Riverside County Flood Control and Water conservation District (RCFC &WCD) Hydrology Manual utilizing Advanced Engineering Software (AES). The 10 -year and 100 -year peak flow rates for the developed condition for Line "A" are determined to be i 1 [1 1 L I I 1 ,I i 1 I 1 1 1 13.9 cfs and 21.4 cfs, respectively. The 10 -year and 100 -year peak flow rates for the developed condition for Line "B" are determined to be 7.8 cfs and 12.0 cfs, respectively. 3. HYDRAULICS CALCULATIONS Hydrologic calculations to determine the 10 -year frequency and 100 -year frequency design peak discharges for tributary areas less than 300 to 500 acres are required to be performed using the Rational Method outlined in the Riverside County Flood Control and Water conservation District (RCFC &WCD) Hydrology Manual. Hydraulic calculations demonstrate that the storm drain system will provide the protection of proposed structures for Redhawk Planning Area 13. Hydraulics calculations are performed by utilizing WSPGW (Water Surface Profile Gradient) developed by CivilDesign. 4. CONCLUSION This Drainage Report utilizes calculations conforming to the the Rational Method outlined in the Riverside County Flood Control and Water conservation District (RCFC &WCD) Hydrology Manual. This report demonstrated that the proposed storm drain system will provide the required level of flood protection and properly convey the drainage flows to the drainage system as designed Redhawk TRAct number 23065 Drainge Report and Storm Drain Plan. I i APPENDIX A 1 10 -YEAR FREQUENCY RATIONAL METHOD 1 11 1 1 I 1 11 1 1 1 1 i 1 1 HYDROLOGY CALCULATIONS I I I I I I I I r I I 11 RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC &WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982 -2001 Advanced Engineering Software (aes) (Rational Tabling Version 5.9D) Release Date: 01/01/2001 License ID 1204 Analysis prepared by: ADAMS - STREETER CIVIL ENGINEERS, INC. 15 CORPORATE PARK IRVINE, CA 92606 VOICE: 949 - 474 -2330 FAX: 949- 474 -0251 xx + + + +xx + + + +x + + + +xx + + + + +x+ DESCRIPTION OF STUDY xxxxx + +xx + + + +xx + + +xx + +xxx+ • 04049R ARTISAN REDHAWK PA13 • RATIONAL METHOD Q -10 + x x++ xxxx+++ x++++++ xx++++ x+++++++++++ x++++ xxxx + +xxxx + + + +xx + + +x +xx + + +x + + +xxx+ FILE NAME: REDHIO.DAT TIME /DATE OF STUDY: 14:22 10/02/2006 ------------- ---- -- --- - - - --' USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 6.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 2 -YEAR, 1 -HOUR PRECIPITATION(INCH) = 0.650 100 -YEAR, 1 -HOUR PRECIPITATION(INCH) = 1.500 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1 -HOUR INTENSITY(INCH /HOUR) = 1.010 SLOPE OF INTENSITY DURATION CURVE = 0.5500 RCFC &WCD HYDROLOGY MANUAL "C "- VALUES USED FOR RATIONAL METHOD NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC &WCD HYDROLOGY MANUAL AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES *USER- DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET- CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT - /PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0 67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 A _( >>>>> RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS CONDOMINIUM TC = K *[(LENGTH * *3) /(ELEVATION CHANGE)] * *.2 INITIAL SUBAREA FLOW- LENGTH = 50.00 UPSTREAM ELEVATION = 1187.30 DOWNSTREAM ELEVATION = 1186.80 ELEVATION DIFFERENCE = 0.50 TC = 0.359 *(( 50.00 * *3) /( 0.50)) * *.2 = 4.314 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.960 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8341 SOIL CLASSIFICATION IS "B" SUBAREA RUNOFF(CFS) = 0.79 TOTAL AREA(ACRES) = 0.24 TOTAL RUNOFF(CFS) = 0.79 FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1185.50 DOWNSTREAM(FEET) = 1182.80 FLOW LENGTH(FEET) = 170.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 3.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.32 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 0.79 PIPE TRAVEL TIME(MIN.) = 0.66 Tc(MIN.) = 5.66 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102.00 = 220.00 FEET. k******************************** k*********** * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 102.00 TO NODE 102.00 IS CODE = 81 A -Z >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.701 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8305 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.19 SUBAREA RUNOFF(CFS) = 0.58 TOTAL AREA(ACRES) = 0.43 TOTAL RUNOFF(CFS) = 1.38 TC(MIN) = 5.66 FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ------------------ _________ ___________________________ ELEVATION DATA: UPSTREAM(FEET) = 1182.80 DOWNSTREAM(FEET) = 1179.70 FLOW LENGTH(FEET) = 160.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.34 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 1.38 PIPE TRAVEL TIME(MIN.) = 0.50 Tc(MIN.) = 6.16 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = 380.00 FEET. *## k*** x** x**** x******** x#*# x* x** xx*** kk**** x *k * * * *xxh * *k * *xxxx # * *x * *x # * * * ** ' FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 81 --- - - - --- --- ----- -- --- --- ----- -- - - -- - --- - ---- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.533 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8279 SOIL CLASSIFICATION IS "B" r ' SUBAREA AREA(ACRES) = 0.48 SUBAREA RUNOFF(CFS) = 1.40 TOTAL AREA(ACRES) = 0.91 TOTAL RUNOFF(CFS) = 2.78 TC(MIN) = 6.16 xxx++ x+ xx+ x+ xxxxx+ xxxxxx+ xxx+ xxxxxxxxxx+ xxxxxxxxxxx + +x +xxxx + +xxxx + +xxxx +xxxx FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 31 - - > > > >> COMPUTE _PIPEEFLOWT TRAVEL _TIME SIZE (NON-PRESSURE F-------------------- » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «< ELEVATION DATA: UPSTREAM(FEET) = 1179.70 DOWNSTREAM(FEET) = 1172.80 ' FLOW LENGTH(FEET) = 150.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 6.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 8.71 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.78 PIPE TRAVEL TIME(MIN.) = 0.29 Tc(MIN.) = 6.44 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 104.00 = 530.00 FEET. ' xxxxxx++ xxx+++ x++ xxxxxx++xxxxx xxxxx + +xxxx +xxxxxx +xxxx +xxxxx +xx x xx +x + +xxxx + +x FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 81 ' -->>>>>ADDITION-OF- SUBAREA -TO- MAINLINE _ PEAK - FLOW < <<c----- ------------- - - - - -- 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.445 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8265 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.73 SUBAREA RUNOFF(CFS) = 2.08 TOTAL AREA(ACRES) = 1.64 TOTAL RUNOFF(CFS) = 4.86 ' TC(MIN) = 6.44 +++++ xxxxx+++ xxxxxx+++ xxxxxxxxxxxxxxxx+ x+ xxxxxxxxx +x + +xxxxxx + +xxxxxx + +xx + +x+ ' FLOW PROCESS FROM NODE 104.00 TO NODE 105.00 IS CODE = 31 >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ' ELEVATION DATA: UPSTREAM(FEET) = 1172.80 DOWNSTREAM(FEET) = 1165.90 FLOW LENGTH(FEET) = 150.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 10.10 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 4.86 ' PIPE TRAVEL TIME(MIN.) = 0.25 TC(MIN.) = 6.69 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 105.00 = 680.00 FEET. ++++ xxxxxx+ xxxxxxxxxxx+++ xxx+++++++ xxxxxxxxxxxxxx +x + + +xxxxx +xx + +xxxxxx + +xxxx FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 81 fi ----------------------------------------------------------------- _- - -- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.374 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8254 SOIL CLASSIFICATION IS "B" ' SUBAREA AREA(ACRES) = 0.12 SUBAREA RUNOFF(CFS) = 0.33 TOTAL AREA(ACRES) = 1.76 TOTAL RUNOFF(CFS) = 5.19 TC(MIN) = 6.69 ' +xx++++++ x++++++++++ x++xxxx xxxx++++ xxxxxx+ xxx +xx +xxxxx + +x +xxx + + +xx + + +xx +. + ++ FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CODE = 31 jf� n �I -- z>>COMPUTCOPIPEE FLOW_ TRAVEL - TIME- THRU_SUBAREASSURE » »>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « «< ELEVATION DATA: UPSTREAM(FEET) = 1165.70 DOWNSTREAM (FEET) = 1163.60 FLOW LENGTH(FEET) = 50.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.6 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.89 ' ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 5.19 PIPE TRAVEL TIME(MIN.) = 0.08 TC(MIN.) = 6.77 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 106.00 = 730.00 FEET. xr ++ xxxx +xxxx +r +r +r +xxxx xrrrrr +r +r +xxxxxx + + + + +x xxxx.+ +xxx. +xxx+ +xxx +xxxx + +xx FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 81 A _ 6 = =»> ADDITION -OF- SUBAREA _ TO - MAINLINE - PEAK - FLOW<<==-- --- ---------- --- - - -- -- 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.351 ' CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8250 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.07 SUBAREA RUNOFF(CFS) = 0.19 ' TOTAL AREA(ACRES) = 1.83 TOTAL RUNOFF(CFS) = 5.39 TC(MIN) = 6.77 xxrxxxxxr +xxxxxxxxr +xxxx +xxxxxxxxxrrrrr +xxxxxxx... +.xxxx +.xxxxxxx. +.xxxx + +xx ' FLOW PROCESS FROM NODE 106.00 TO NODE 107.00 IS CODE = 31 >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) «c« ' ELEVATION DATA: UPSTREAM(FEET) = 1163.60 DOWNSTREAM(FEET) = 1162.60 FLOW LENGTH(FEET) = 20.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 10.68 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 5.39 PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 6.81 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 107.00 = 750.00 FEET. xx ++ xxxx + + +xxxxxxxxxr +r + + + + ++ +...xxxxxxx + + ++ +xxxxxxx ++ +xxx ++ +xxx + +xx + ++ +xxxx ' FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 1 _------- _---- _---- ____------ ____ ---- ___ _------ ____ ---- ________________ >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ' TOTAL NUMBER OF STREAMS _=z_______________ _______________________________ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.81 ' RAINFALL INTENSITY(INCH /HR) = 3.34 TOTAL STREAM AREA(ACRES) = 1.83 PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.39 ' xxx ++ xxxxxx + +xxxxxxxxxxxxxxxxxxxxxx +xx+ +....xxxxxxx + ++ +xxxx+ +xxx +xxxxxx. +xxx FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 A _� - _ > >>_> RATIONAL - METHOD - INITIAL - SUBAREA - ANALYSIS < < <------ -- --- -- ------- - - - - -- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS CONDOMINIUM TC = K *[(LENGTH * *3) /(ELEVATION CHANGE)] * *.2 INITIAL SUBAREA FLOW- LENGTH = 50.00 UPSTREAM ELEVATION = 1185.00 ' DOWNSTREAM ELEVATION = 1184.50 ELEVATION DIFFERENCE = 0.50 TC = 0.359 *[( 50.00 * *3) /( 0.50)) * *.2 = 4.314 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.960 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .6341 SOIL CLASSIFICATION IS "B" ' SUBAREA RUNOFF(CFS) = 0.83 TOTAL AREA(ACRES) = 0.25 TOTAL RUNOFF(CFS) = 0.83 FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< ' - - =» => USING - COMPUTER - ESTIMATED - PIPESIZE -(NON- PRESSURE- FLOW)< < <<< - _- - - - - -- ELEVATION DATA: UPSTREAM(FEET) = 1183.10 DOWNSTREAM(FEET) 1175.00 FLOW LENGTH(FEET) = 270.00 MANNING'S N = 0.013 ' DEPTH OF FLOW IN 6.0 INCH PIPE IS 4.3 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.43 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 ' PIPE- FLOW(CFS) = 0.83 PIPE TRAVEL TIME(MIN.) = 0.83 Tc(MIN.) = 5.83 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 320.00 FEET. FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 81 .g >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.640 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8296 ' SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.43 SUBAREA RUNOFF(CFS) = 1.30 TOTAL AREA(ACRES) = 0.68 TOTAL RUNOFF(CFS) = 2.12 TC(MIN) = 5.83 kfkk+*** k*k+*** x* * +*k +* + * * * *x *kkk ** + +kk + + *xkxx kkk +* # + + * *x *k **k *xxk kk*k # + * * ** FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE = 31 --- ------ - - --- --------------------- _-----_-__---_--_----_----- - --_ >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ' ELEVATION DATA: UPSTREAM(FEET) = 1175.00 DOWNSTREAM(FEET) = 1166.10 FLOW LENGTH(FEET) = 200.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 8.13 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.12 PIPE TRAVEL TIME(MIN.) = 0.41 Tc(MIN.) = 6.24 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 123.00 = 520.00 FEET. *** xkk#* xk * *kk + + + # * + + * * * *kkxx + +kkkk + # * * ** xxk+ k + + + + * *xxxxxkkk + +x *xx *kx # # + + * *k FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81 f1 -� » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW <c «< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.506 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8275 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.17 SUBAREA RUNOFF(CFS) = 0.49 LJ TOTAL AREA(ACRES) = 0.85 TOTAL RUNOFF(CFS) = 2.62 TC(MIN) = 6.24 ' FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81 ___________________________________ _______________________________ l- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.506 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8275 SOIL CLASSIFICATION IS "B" ' SUBAREA AREA(ACRES) = 0.15 SUBAREA RUNOFF(CFS) = 0.44 TOTAL AREA(ACRES) = 1.00 TOTAL RUNOFF(CFS) = 3.05 TC(MIN) = 6.24 ' ++++ xx++++ x+++++++++ x+++++ xx++ x+++++ x*++ x++++ ++ +x+ + + * ++ +xx++ *+ ++ + + *+*++ +x *x+ FLOW PROCESS FROM NODE 123.00 TO NODE 107.00 IS CODE = 31 ' >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1166.10 DOWNSTREAM(FEET) = 1162.60 ' FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 6.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.16 ' ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 3.05 PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = 6.37 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 107.00 = 590.00 FEET. FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ' TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.37 RAINFALL INTENSITY(INCH /HR) = 3.47 TOTAL STREAM AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS) AT CONFLUENCE = 3.05 ' ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH /HOUR) (ACRE) 1 5.39 6.81 3.343 1.83 2 3.05 6.37 3.468 1.00 +* x * * * * + * * + + + * *x + + * * * * * * * + * + + + + ++ WARNING+++ + + + *x * *x *x * * + + + + + * * * + + + + + * * * * *+ IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC &WCD FORMULA OF PLATE D -1 AS DEFAULT VALUE. THIS FORMULA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. *** xxxx***** x*+**** xx+ xxx+ x********* xxx**** * * *xxx + + + * * * * * * +xx * * * * * * + + * * * ** ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ' ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH /HOUR) ' 1 8.09 6.37 3.468 2 8.33 6.81 3.343 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' PEAK FLOW RATE(CFS) = 8.33 TC(MIN.) = 6.81 TOTAL AREA(ACRES) = 2.83 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 107.00 = 750.00 FEET. FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 31 ' >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) <<<< ELEVATION DATA: UPSTREAM(FEET) = 1162.60 DOWNSTREAM(FEET) = 1159.00 FLOW LENGTH(FEET) = 60.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 9.6 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 12.35 ' ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 8.33 PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 6.89 ' LONGEST FLOWPATH FROM NODE 100.00 TO NODE 108.00 = 810.00 FEET. xx+ xxxx++ xxxx+++ x+ x+++ x++ xxxxx++++ xxxx++++ xxx + + + + + + +xxx + + +xx + + + +xxx + + + +x + +xx FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW <<<<< ----------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.321 ' CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8245 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.64 SUBAREA RUNOFF(CFS) = 1.75 TOTAL AREA(ACRES) = 3.47 TOTAL RUNOFF(CFS) = 10.08 TC(MIN) = 6.89 x+ x+++xx++++ xx++++++ x+fx+++xxf+++++++xx x+ x++ x +xx + + ++ + + +x + ++x + +x + + + + + +xxx +xx+ ' FLOW PROCESS FROM NODE 108.00 TO NODE 109.00 IS CODE = 31 _______________________________________ _____________________ __________ >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< ' - - = > > >> USING - COMPUTER-ESTIMATED _ PIPESIZE -(NON- PRESSURE - FLOW) << <«---- _ - - -_ -- ELEVATION DATA: UPSTREAM(FEET) = 1159.00 DOWNSTREAM(FEET) 1154.00 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 12.47 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 ' PIPE- FLOW(CFS) = 10.08 PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = 7.02 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 109.00 = 910.00 FEET. FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3 286 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8239 ' SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.43 SUBAREA RUNOFF(CFS) = 1.16 TOTAL AREA(ACRES) = 3.90 TOTAL RUNOFF(CFS) = 11.25 TC(MIN) = 7.02 ********************************************* * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 109.00 TO NODE 110.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1154.00 DOWNSTREAM(FEET) = 1152.80 FLOW LENGTH(FEET) = 60.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.05 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 11.25 PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 7.13 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 110.00 = 970.00 FEET. k**** x*************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81 A _(; >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.258 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8234 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.72 SUBAREA RUNOFF(CFS) = 1.93 TOTAL AREA(ACRES) = 4.62 TOTAL RUNOFF(CFS) = 13.18 TC(MIN) = 7.13 x* kk#** kkkkhk * *kxkkk * * * * *kkkkkkkkx *x * ** *kkkkk # * ** *kkkkk * * *kkh * *kkxh * *kxh * *kk ' FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.258 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8234 SOIL CLASSIFICATION IS "B" ' SUBAREA AREA(ACRES) = 0.15 SUBAREA RUNOFF(CFS) = 0.40 TOTAL AREA(ACRES) = 4.77 TOTAL RUNOFF(CFS) = 13.58 TC(MIN) = 7.13 xx* kxxxx* xxxx* xx* x**** xxxxxxxxxxx* xx*** xxxxxxxxxx * *kkxxxxx *hxxx * *xxxx *xkxxxx FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ----------------------------------------------------------------------- 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.258 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8234 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.12 SUBAREA RUNOFF(CFS) = 0.32 TOTAL AREA(ACRES) = 4.89 TOTAL RUNOFF(CFS) = 13.90 TC(MIN) = 7.13 FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1152.80 DOWNSTREAM(FEET) = 1150.00 FLOW LENGTH(FEET) = 40.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 15.19 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 13.90 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 7.17 ' LONGEST FLOWPATH FROM NODE 100.00 TO NODE 111.00 = 1010.00 FEET. x+++ xxx+ x++ xxxxxxx++ xxxx+ xxxxx+ x++ xxxxxx++++ xx + + + +xxxx + +xx + +xxx +xxxxx + + +xxx+ ' FLOW PROCESS -FROM NODE 111.00 TO NODE 112.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA <<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ' ELEVATION DATA: UPSTREAM (FEET) = 1150 00 DOWNSTREAM (FEET) = 1147 00 FLOW LENGTH(FEET) = 80.00 MANNING'S N = 0.013 ' DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 12.15 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 13.90 PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 7.2B LONGEST FLOWPATH FROM NODE 100.00 TO NODE 112.00 = 1090.00 FEET. + xxxx++ xxxxx+ x+ x+ x+ x+ xxx+ xxxx+ x+ xxxxxxxx+++ xxxx + + + +xxxx + +xxxx +xxxxxxxxxxxx +x ' FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 .] _------- _---- _---- ____------ ____ ---- ___ _------ ____ ---- ________________ >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ------------------ ASSUMED INITIAL SUBAREA UNIFORM_____ _______________________________ DEVELOPMENT IS CONDOMINIUM TC = K *[(LENGTH * *3) /(ELEVATION CHANGE)] * *.2 ' INITIAL SUBAREA FLOW- LENGTH = 50.00 UPSTREAM ELEVATION = 1173.00 DOWNSTREAM ELEVATION = 1172.50 ELEVATION DIFFERENCE = 0.50 TC = 0.359 *[( 50.00 * *3) /( 0.50)] * *.2 = 4.314 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.960 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8341 SOIL CLASSIFICATION IS "B" SUBAREA RUNOFF(CFS) = 1.32 ' TOTAL AREA(ACRES) = 0.40 TOTAL RUNOFF(CFS) = 1.32 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+ xx+ xxxxxxxxxxx + +xxxxxxxxx +xxxxxx +xxxxxxx + +x FLOW PROCESS FROM NODE 201.00 TO NODE 202.00 IS CODE = 31 » >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« <<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) <<<<< ' ELEVATION DATA: UPSTREAM(FEET) = 1171.50 DOWNSTREAM(FEET) = 1169.30 FLOW LENGTH(FEET) = 220.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 6.2 INCHES ' PIPE -FLOW VELOCITY(FEET /SEC.) = 4.08 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 1.32 PIPE TRAVEL TIME(MIN.) = 0.90 Tc(MIN.) = 5.90 ' LONGEST FLOWPATH FROM NODE 200.00 TO NODE 202.00 = 270.00 FEET. xxxxxx++ x++ xxxxxxxx+++ x+ xx++ xxx+ xxx+ x+ xxx+ xx+ + + +xxxxxxxxxxxx + + +xxxx +xxxxxx ++ FLOW PROCESS FROM NODE 202.00 TO NODE 202.00 IS CODE = 81 b 2 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW <<<<< ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.616 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8292 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.21 SUBAREA RUNOFF(CFS) = 0.63 ' TOTAL AREA(ACRES) = 0.61 TOTAL RUNOFF(CFS) = 1.95 TC(MIN) = 5.90 FLOW PROCESS FROM NODE 202.00 TO NODE 203.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< ' -- » =» USING - COMPUTER-ESTIMATED _ PIPESIZE -( NON - PRESSURE - FLOW) < < < < < ---- _ - - - -_ ELEVATION DATA: UPSTREAM(FEET) = 1169.30 DOWNSTREAM(FEET) = 1167.90 ' FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.55 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 1.95 PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.) = 6.41 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 203.00 = 410.00 FEET. ' +xxxxxxxxxxxxxxxxxxxxxxxx+xx xx xxxxx++xxxxxxxx xxx +xxxxxxxx +x +x +xx + +xxxxxx +xx+ FLOW PROCESS FROM NODE 203.00 TO NODE 203.00 IS CODE = 81 f > > > >> ADDITION -OF- SUBAREA -TO- MAINLINE _ PEAK - FLOW <____ 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.454 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8267 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.20 SUBAREA RUNOFF(CFS) = 0.57 TOTAL AREA(ACRES) = 0.81 TOTAL RUNOFF(CFS) = 2.52 TC(MIN) = 6.41 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx +x +xxx +xxxxx + +x FLOW PROCESS FROM NODE 203.00 TO NODE 204.00 IS CODE = 31 » >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ' ELEVATION DATA: UPSTREAM(FEET) = 1167.90 DOWNSTREAM(FEET) = 1160.60 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 4.9 INCHES ' PIPE -FLOW VELOCITY(FEET /SEC.) = 10.22 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.52 PIPE TRAVEL TIME(MIN.) = 0.16 Tc(MIN.) = 6.57 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 204.00 = 510.00 FEET. xxxxx+ xxxxxxxx+ xxxxx+ xx+ xxxxx+ xxxxxxxxxxxxxx+ xxxxxxx + +xxxxx +xxxxxxx + +xx +xxxx FLOW PROCESS FROM NODE 204.00 TO NODE 204.00 IS CODE = 81 $ -� >>>>> ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.407 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8259 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.23 SUBAREA RUNOFF(CFS) = 0.65 TOTAL AREA(ACRES) = 1.04 TOTAL RUNOFF(CFS) = 3.17 TC(MIN) = 6.57 L 1 I [1 C L� +**##****##***#***************** x****+*+***** * * * * * * * * * * * * # * * * * * * * * * * * * + * * * ** FLOW PROCESS FROM NODE 204.00 TO NODE 205.00 IS CODE = 31 ---------------------------------- --------------------- - - - - -- - ------______.. >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< - - = =_ >> USING - COMPUTER-ESTIMATED - PIPESIZE -( NON - PRESSURE- FLOW)< < < << -- _ - - - - -- ELEVATION DATA: UPSTREAM(FEET) = 1160.60 DOWNSTREAM(FEET) = 1159.30 FLOW LENGTH(FEET) = 60.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.8 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 6.85 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 3.17 PIPE TRAVEL TIME(MIN.) = 0.15 Tc(MIN.) = 6.72 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 205.00 = 570.00 FEET. k* kx**+*** k#**+ xx*** k#* x** x# xxx***+ kk** kkxx*# * * * * * *k *x * * # +k * # * #x * * * + #x * * * *kx FLOW PROCESS FROM NODE 205.00 TO NODE 205.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.366 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8252 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.79 SUBAREA RUNOFF(CFS) = 2.19 TOTAL AREA(ACRES) = 1.83 TOTAL RUNOFF(CFS) = 5.36 TC(MIN) = 6.72 FLOW PROCESS FROM NODE 205.00 TO NODE 206.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1159.30 DOWNSTREAM(FEET) = 1153.30 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 10.04 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 5.36 PIPE TRAVEL TIME(MIN.) = 0.23 Tc(MIN.) = 6.95 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 206.00 = 710.00 FEET. ' FLOW PROCESS FROM NODE 206.00 TO NODE 206.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ' TOTAL NUMBER OF STREAMS _=2_______________ _______________________________ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.95 ' RAINFALL INTENSITY(INCH /HR) = 3.30 TOTAL STREAM AREA(ACRES) = 1.83 PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.36 FLOW PROCESS FROM NODE 210.00 TO NODE 211.00 IS CODE = 21 >>>>> RATIONAL - METHOD - INITIAL - SUBAREA - ANALYSIS< < <<=- - -_ - -- -- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS CONDOMINIUM �] TC = K *[(LENGTH **3) /(ELEVATION CHANGE)] * *.2 INITIAL SUBAREA FLOW- LENGTH = 50.00 UPSTREAM ELEVATION = 1169.20 DOWNSTREAM ELEVATION = 1168.70 ' ELEVATION DIFFERENCE = 0.50 TC = 0.359 *[( 50.00 * *3) /( 0.50)] * *.2 = 4.314 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 1 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.960 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8341 SOIL CLASSIFICATION IS "B" SUBAREA RUNOFF(CFS) = 0.56 ' TOTAL AREA(ACRES) = 0.17 TOTAL RUNOFF(CFS) = 0.56 ** kk**##**** k* k#** k* k#*# k# kkkk************ k*# * *k *k # # # # # * *kk * * # # # # # * *kk # # # # ** FLOW PROCESS FROM NODE 211.00 TO NODE 212.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA <<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ' ELEVATION DATA: UPSTREAM(FEET) = 1167.70 DOWNSTREAM(FEET) = 1163.00 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 3.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.23 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 0.56 PIPE TRAVEL TIME(MIN.) = 0.45 Tc(MIN.) = 5.45 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 212.00 = 190.00 FEET. ++++++ xk#+#++# xx#++++ xxxxkkxkkxxkkxxxxkkxkkxkxkxxx + + + + +xxkkxxkxx + +xxxx + ++ + ++ ' FLOW PROCESS FROM NODE 212.00 TO NODE 212.00 IS CODE = 81 - ----- ---- ---- --------- --- ---- - - ----- --- - -- ---- - -- - - -- ----- -' >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.778 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8316 SOIL CLASSIFICATION IS "B" ' SUBAREA AREA(ACRES) = 0.19 SUBAREA RUNOFF(CFS) = 0.60 TOTAL AREA(ACRES) = 0.36 TOTAL RUNOFF(CFS) = 1.16 TC(MIN) = 5.45 ' *# xx+++++**# x# k+ x+++ x+# xx++#+ x#++* x## xx + + # #x # #k* # + + + + + + + +xx +x # # #+ + ++ +xxx + + ++ FLOW PROCESS FROM NODE 212.00 TO NODE 213.00 IS CODE = 31 ' >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ======= _____________ ' ELEVATION DATA _ UPSTREAM(FEET) = 1163.00 DOWNSTREAM(FEET) = 1158.50 FLOW LENGTH(FEET) = 90.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 4.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 7.08 ' ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 1.16 PIPE TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 5.66 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 213.00 = 280.00 FEET. FLOW PROCESS FROM NODE 213.00 TO NODE 213.00 IS CODE = 81 , ' >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.700 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8305 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.92 TOTAL AREA(ACRES) = 0.66 TOTAL RUNOFF(CFS) = 2.08 ' TC(MIN) = 5.66 +> xxx++ xxxx++++++ x++++++ x++++++ xxxx+++++++ xxxx +xx + + + +xx + + + + + +xxx + + + + + + + + + + ++ FLOW PROCESS FROM NODE 213.00 TO NODE 214.00 IS CODE = 31 >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1158.50 DOWNSTREAM(FEET) = 1154.60 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 6.72 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.08 ' PIPE TRAVEL TIME(MIN.) = 0.35 TC(MIN.) = 6.01 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 214.00 = 420.00 FEET. ' FLOW PROCESS FROM NODE 214.00 TO NODE 214.00 IS CODE = 81 9 _------- _---- _---- ____------ ____ ---- ___ _------ ____ ---- ________________ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.581 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8287 SOIL CLASSIFICATION IS "B" ' SUBAREA AREA(ACRES) = 0.10 SUBAREA RUNOFF(CFS) = 0.30 TOTAL AREA(ACRES) = 0.76 TOTAL RUNOFF(CFS) = 2.38 TC(MIN) = 6.01 xxxx+ xx+ xxx+++++++ x+ xxx+ xxxxxxxxx+++ x+ xxxxxxxxxxxx + + +xxxx + + + + +xxx + + + +xx +xx ++ FLOW PROCESS FROM NODE 214.00 TO NODE 206.00 IS CODE = 31 ' >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER- ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ' ELEVATION DATA: UPSTREAM(FEET) = 1154.60 DOWNSTREAM(FEET) = 1153.30 FLOW LENGTH(FEET) = 10.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 4.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 12.49 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.38 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 6.02 tLONGEST FLOWPATH FROM NODE 210.00 TO NODE 206.00 = 430.00 FEET. FLOW PROCESS FROM NODE 206.00 TO NODE 206.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ' TOTAL NUMBER OF STREAMS =_==2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.02 ' RAINFALL INTENSITY(INCH /HR) = 3.58 TOTAL STREAM AREA(ACRES) = 0.76 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.38 IF' L ' ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH /HOUR) (ACRE) 1 5.36 6.95 3.304 1.83 ' 2 2.38 6.02 3.576 0.76 # # * *xxxxxxx # # * # * ** xxx**# * * *xx *xxxWARNINGx # * # * * * *xx # *k ** *xxx # *kx * * *x #x * * * ** IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC &WCD FORMULA OF PLATE D -1 AS DEFAULT VALUE. THIS FORMULA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. xxx* * *x * * * *xx * # * * * * * *x *k * * * * * * * * * ** xxx* x* x* * * # * * * *xx *x * * * * * *x * # + + *xx * * # # ** RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH /HOUR) 1 7.02 6.02 3.576 2 7.56 6.95 3.304 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 7.56 Tc(MIN.) = 6.95 _ TOTAL AREA(ACRES) = 2.59 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 206.00 = 710.00 FEET. t++ *xxxk +x #x # # +xk + *x *xx # #k * * * * * *xx xx *xxxxxxxxxx # # + + ** *xxx # # #* *+ +xxx + + + + + + + + ++ FLOW PROCESS FROM NODE 206.00 TO NODE 206.00 IS CODE = 81 Q_lo -_>>>>>ADDITION-OF- SUBAREA -TO- MAINLINE - PEAK - FLOW < < <<<-- --------- ------ - - -- -- 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.304 ' CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8242 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.09 SUBAREA RUNOFF(CFS) = 0.25 TOTAL AREA(ACRES) = 2.68 TOTAL RUNOFF(CFS) = 7.80 1 TC(MIN) = 6.95 #+ xx* x++* x*** + + + + * + *x + + + + + + + + + + + + + + + + + + + + + ++ xxx * + + + + + + + + * + + + + + *x *xx + + + + + + + +* FLOW PROCESS FROM NODE 206.00 TO NODE 207.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< iELEVATION DATA: UPSTREAM(FEET) = 1153.30 DOWNSTREAM(FEET) = 1150.50 FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 14.76 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 7.80 PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 6.99 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 207.00 = 740.00 FEET. #k***###*# x****### t*******##*****xx**#x#* t*x# * +k # * * * * * * *k #k * * * * * * * # *k * * * * * ** FLOW PROCESS FROM NODE 207.00 TO NODE 208.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< - _ >> > >> USING - COMPUTER-ESTIMATED - PIPESIZE -( NON- PRESSURE_FLOW) < <<-- -- --- - - - - -- ELEVATION DATA: UPSTREAM(FEET) = 1150.50 DOWNSTREAM(FEET) = 1149.50 FLOW LENGTH(FEET) = 15.00 MANNING'S N = 0.013 r I 1 DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 12.86 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 7.80 PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 7.01 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 208.00 = 755.00 FEET. I END OF STUDY SUMMARY: - TOTAL AREA(ACRES) 2.68 TC(MIN.) = 7.01 PEAK FLOW RATE(CFS) = 7.80 1 END OF RATIONAL METHOD ANALYSIS____________ _______________________________ I 1 1 1 1 1 L I I I fl I I I 11 1 1 1, 1 I 1 I I I I 1 I 1 1 APPENDIX B 100 -YEAR FREQUENCY RATIONAL METHOD HYDROLOGY CALCULATIONS RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT 1 (RCFC &WCD) 1978 HYDROLOGY MANUAL (c) Copyright 1982 -2001 Advanced Engineering Software (aes) (Rational Tabling Version 5.9D) Release Date: 01/01/2001 License ID 1204 Analysis prepared by: ADAMS- STREETER CIVIL ENGINEERS, INC. 15 CORPORATE PARK IRVINE, CA 92606 VOICE: 949 - 474 -2330 FAX: 949- 474 -0251 + + +xx + + + +xx * + + + + + + + + + +xx ++ DESCRIPTION OF STUDY + + + + + +x + * + + + + + +xx + + + + +x + ++ * 04049R ARTISAN REDHAWK PA13 + ' * RATIONAL METHOD Q -100 x + ++++++++++++ xxx++ xxxx+++ xxxxx+++ x++ x+++ xxxx + + + + + +xxxxx + + + +x +x + + + +xxx + + + +xx FILE NAME: REDH100.DAT TIME /DATE OF STUDY: 14:24 10/02/2006 ____ ______ _____________ ' USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 6.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 2 -YEAR, 1 -HOUR PRECIPITATION(INCH) = 0.650 100 -YEAR, 1 -HOUR PRECIPITATION(INCH) = 1.500 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1 -HOUR INTENSITY(INCH /HOUR) = 1.500 SLOPE OF INTENSITY DURATION CURVE = 0.5500 RCFC &WCD HYDROLOGY MANUAL "C "- VALUES USED FOR RATIONAL METHOD 1 NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC &WCD HYDROLOGY MANUAL AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES *USER- DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET- CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT - /PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) I1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN 1 OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* ++++* x++++++ xxxx+++++++ xx++++++ x+ x++ xxxxxxxx+ + + + + + +x + * + + * + +xxxxx * + + + +xx + + + ++ FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 A_k » »> RATIONAL METHOD INITIAL SUBAREA ANALYSISc« « --------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS CONDOMINIUM TC = K*[(LENGTH * *3) /(ELEVATION CHANGE)] * *.2 INITIAL SUBAREA FLOW - LENGTH = 50.00 i ' UPSTREAM ELEVATION = 1187.30 DOWNSTREAM ELEVATION = 1186.80 ELEVATION DIFFERENCE = 0.50 TC = 0.359 *[( 50.00 * *3) /( 0.50)) * *.2 = 4.314 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.884 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8524 SOIL CLASSIFICATION IS "B" SUBAREA RUNOFF(CFS) = 1.20 TOTAL AREA(ACRES) = 0.24 TOTAL RUNOFF(CFS) = 1.20 FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 31 - >>>>>USING COPIPEEFLOWTIMATEL_TIME IZE THRU (SUBAREASSURE FLOW) < < < << --- - - - - -- » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) <<<<< «< ELEVATION DATA: UPSTREAM(FEET) = 1185.50 DOWNSTREAM(FEET) = 1182.80 FLOW LENGTH(FEET) = 170.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.78 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 1.20 PIPE TRAVEL TIME(MIN.) = 0.59 Tc(MIN.) = 5.59 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102.00 = 220.00 FEET. FLOW PROCESS FROM NODE 102.00 TO NODE 102.00 IS CODE = 81 -_ = =»= ADDITION -OF- SUBAREA -TO- MAINLINE - PEAK - FLOW =« << ------ ---------- --- - -- 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.532 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8498 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.19 SUBAREA RUNOFF(CFS) = 0.89 TOTAL AREA(ACRES) = 0.43 TOTAL RUNOFF(CFS) = 2.10 TC(MIN) = 5.59 kx**##**** kxk+##**** k** x*#* xx* kx* xkxk* x* kx*## * *k *kxxk # #kxx * * # + # #k *xxxk * + * * *+ FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<< «< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< iELEVATION DATA: UPSTREAM(FEET) = 1182.80 DOWNSTREAM(FEET) = 1179.70 FLOW LENGTH(FEET) = 160.00 MANNING'S N = 0.013 ' DEPTH OF FLOW IN 9.0 INCH PIPE IS 6.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.77 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.10 ' PIPE TRAVEL TIME(MIN.) = 0.46 Tc(MIN.) = 6.05 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = 380.00 FEET. xk*+*+*** k* xx****** xx* k# k**+*+***#*++###** k#* *x * + # + + *kxx * * * * # #xx * *xxx * * # # # ** FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 81 A _3 _------- _---- _---- ____------ ____ ---- ___ _------ ____ ---- ________________ >>>>> ADDITION OF SUBAREA TO MAINLINE PEAK FLOW <<<<< ' 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.296 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8480 SOIL CLASSIFICATION IS "B" I ' SUBAREA AREA(ACRES) = 0.48 SUBAREA RUNOFF(CFS) = 2.16 TOTAL AREA(ACRES) = 0.91 TOTAL RUNOFF(CFS) = 4.25 TC(MIN) = 6.05 ' ++++ xx++ x+ xxx++ xxxxxxx+ xx++ x+ xxxxxxxxx++++++ xxxxxxx +x + + + + + + +x + + + + +xxx + + + +xxx FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 31 ' >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) <<<< --------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1179.70 DOWNSTREAM(FEET) = 1172.80 ' FLOW LENGTH(FEET) = 150.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.79 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 4.25 PIPE TRAVEL TIME(MIN.) = 0.26 Tc(MIN.) = 6.31 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 104.00 = 530.00 FEET. xxxx+ x+++++ xxx++ x++ xx+ x+xxx+ x+ x++++ x+++ x+++xx xxx + + + + + + + +xxxxxx + + + +xx + + + + +xxx FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 81 A -4- -- > >> >>ADDITION -OF- SUBAREA -TO- MAINLINE - PEAK - FLOW < <<< < ---------------- - - - -- 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.177 ' CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8470 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.73 SUBAREA RUNOFF(CFS) = 3.20 TOTAL AREA(ACRES) = 1.64 TOTAL RUNOFF(CFS) = 7.45 ' TC(MIN) = 6.31 x+++++++ x+ xx+++++ x+++ x+ xx+++++++++ x+ x+++ xxxx+ xxx + +x + + + + + +x +x + + + + + + + + + + + + + + ++ FLOW PROCESS FROM NODE 104.00 TO NODE 105.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1172.80 DOWNSTREAM(FEET) = 1165.90 FLOW LENGTH(FEET) = 150.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 11.27 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 7.45 PIPE TRAVEL TIME(MIN.) = 0.22 Tc(MIN.) = 6.53 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 105.00 = 680.00 FEET. ++ xx++ xx+ x++++ xxxxxx+ xxxx++++ xx++++ x+ x+++++++ + + +xx +xxxxxx + + + + + + +xx + +x + + +xxxx FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 81 A 'S ____ ------- _---- _---- ____------ ____ ---- ___ _------ ____ ---- __________ ----- _ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.080 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8461 SOIL CLASSIFICATION IS "B" 1 SUBAREA AREA(ACRES) = 0.12 SUBAREA RUNOFF(CFS) = 0.52 TOTAL AREA(ACRES) = 1.76 TOTAL RUNOFF(CFS) = 7.97 TC(MIN) = 6.53 + x+ xx+ x+++++++++ xx++ x+ x+ x++++ x++++xxx++++ x+++ xxx +xxxxxx + +xxx + +xx + + +x + +xx + + ++ FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CODE = 31 - ---- - ---- -- ------------------ LJ ' - - >> > >> COMPUTE - PIPE -FLOW- TRAVEL - TIME -THRU- SUBAREA=-- <----------------- - - - - -- » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «< ELEVATION DATA: UPSTREAM(FEET) = 1165.70 DOWNSTREAM(FEET) = 1163.60 ' FLOW LENGTH(FEET) = 50.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 11.06 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 7.97 PIPE TRAVEL TIME(MIN.) = 0.08 Tc(MIN.) = 6.61 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 106.00 = 730.00 FEET. p+++ rrrx+ xrxrrrrrrrxrrrrrx+ rx*, t + *xx +*xxxxxxx **xxxxxxxxxxxxxxxx txxxxx +,rxxxx + +x FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 81 fl_ 6 ' --=»== ADDITION -OF- SUBAREA -TO- MAINLINE - PEAK - FLOW<<<<---------- -------- - - - - -- 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.048 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8459 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.07 SUBAREA RUNOFF(CFS) = 0.30 TOTAL AREA(ACRES) = 1.83 TOTAL RUNOFF(CFS) = 8.27 TC(MIN) = 6.61 rrrrx++ rrrrxrr+ xxr+ rxrrxxrrrrrrrxrrrrxxr+ x+ rxrrxxrrrrrrxxxxx +rrrrrxxrrrrxx +r ' FLOW PROCESS FROM NODE 106.00 TO NODE 107.00 IS CODE = 31 >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1163.60 DOWNSTREAM(FEET) = 1162.60 FLOW LENGTH(FEET) = 20.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.3 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 11.93 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 8.27 PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 6.63 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 107.00 = 750.00 FEET. rrr++ xxrxrr+ r++ xr+ rxrr+ rx+ xrx++ x++ r+ rrrrrr+ x+ + ++rr +rr + +rx +rr +rr + + + + +rrrr + + ++ FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.63 RAINFALL INTENSITY(INCH /HR) = 5.04 TOTAL STREAM AREA(ACRES) = 1.83 PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.27 ' r+ xxrrrrr+ xxrx++++ r+ xrrxx+ rrrrr+ rrx+ rrrrrrx++ r *rr +xxx * + * + +rx + +x + +x + * + +rxx + ++ FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 A ' - - > > > >> RATIONAL- METHOD - INITIAL - SUBAREA - ANALYSIS--- «------------------ - - - - -- ASSUMED INITIAL SUBAREA UNIFORM ' DEVELOPMENT IS CONDOMINIUM TC = K *[(LENGTH * *3) /(ELEVATION CHANGE)] * *.2 INITIAL SUBAREA FLOW- LENGTH = 50.00 UPSTREAM ELEVATION = 1185.00 i DOWNSTREAM ELEVATION = 1184.50 ELEVATION DIFFERENCE = 0.50 TC = 0.359 *[( 50.00 * *3) /( 0.50)) * *.2 = 4.314 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.884 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8524 SOIL CLASSIFICATION IS "B" ' SUBAREA RUNOFF(CFS) = 1.25 TOTAL AREA(ACRES) = 0.25 TOTAL RUNOFF(CFS) = 1.25 + +x +xzxxxxx+ xxxxx + +xxxzxxxxxxxxxx +xxxx +xxxxxx+ +xxx + +z +xxzz + + ++ +xxx+ +xxz + + +xx FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< - - =» >> USING - COMPUTER-ESTIMATED - PIPESIZE -( NON- PRESSURE_FLOW) < <<-- ---- - - - - - -- ELEVATION DATA: UPSTREAM(FEET) = 1183.10 DOWNSTREAM(FEET) = 1175.00 FLOW LENGTH(FEET) = 270.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 4.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 6.17 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 1.25 PIPE TRAVEL TIME(MIN.) = 0.73 Tc(MIN.) = 5.73 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 320.00 FEET. x + +xz +xxzz ++ xxz +zxxxxzx +xxxxxxx xxzz +xx + + + + +xzxx+ +xxxxx +xzxxxxzx+ +xxzz ++ +xxz+ FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 81 A-b » >>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< ' 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.459 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8493 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.43 SUBAREA RUNOFF(CFS) = 1.99 TOTAL AREA(ACRES) = 0.68 TOTAL RUNOFF(CFS) = 3.25 TC(MIN) = 5.73 xxxxzxxzz xxxx +zx+ xxxx + +x +xxxxxxxzxxzzzxxxxxzxx+ +xxxxx + +xxxxxxzzxx +xxxzxxxxzz FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE = 31 » >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<< <<< ' ELEVATION DATA: UPSTREAM(FEET) = 1175.00 DOWNSTREAM(FEET) = 1166.10 FLOW LENGTH(FEET) = 200.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 7.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 8.77 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 3.25 PIPE TRAVEL TIME(MIN.) = 0.38 Tc(MIN.) = 6.11 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 123.00 = 520.00 FEET. xxxxx+ xzxxxxxxxxzx++ xxxxzxz+ xxxzxxxzzxxzxxxxxxxxxxxxxxx + +xxxxxxxxxxxxzxz + +x+ FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81 -g r --- » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.270 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8478 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.17 SUBAREA RUNOFF(CFS) = 0.76 I�l I TOTAL AREA(ACRES) = 0.85 TOTAL RUNOFF(CFS) = 4.01 TC(MIN) = 6.11 xx++++ xxx+++ xx+ x+++ xxxxx++ x++ x+++ xxxxx++++ xx+ + + + + + +xx + + + +x + + +xx + +x +xx +xxxx ++ FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81 A =)O ---- _------- _---- _---- ____------ ____ ---- ____------ ____ ---- __ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.270 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8478 SOIL CLASSIFICATION IS "B" ' SUBAREA AREA(ACRES) = 0.15 SUBAREA RUNOFF(CFS) = 0.67 TOTAL AREA(ACRES) = 1.00 TOTAL RUNOFF(CFS) = 4.68 TC(MIN) = 6.11 + xxxxxxxx++ xxxxx+++ xxxxxxxxxxxxxxxx+ x+ x+ xxx++ xxxxxxxx + + +xxxxx +x + +xxxxxxxxx ++ FLOW PROCESS FROM NODE 123.00 TO NODE 107.00 IS CODE = 31 1 » >>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ----------------- _______________ _______________________________ ELEVATION DATA: UPSTREAM(FEET) = 1166.10 DOWNSTREAM(FEET) = 1162.60 FLOW LENGTH(FEET) = 70.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 10.34 1 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 4.68 PIPE TRAVEL TIME(MIN.) = 0.11 Tc(MIN.) = 6.22 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 107.00 = 590.00 FEET. xxxxx++ x+ xxxx+++ x+ xxxxx++++ xxxx+++++ x++ xxxx++ + +xxxxx + +x + + + +xx +x + +xxxxx + + +xxx FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE <<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ' TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 6.22 RAINFALL INTENSITY(INCH /HR) = 5.22 TOTAL STREAM AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.68 ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH /HOUR) (ACRE) ' 1 8.27 6.63 5.036 1.83 2 4.68 6.22 5.217 1.00 + x + +xxxx + +xx +xxxxxxxx + + + + +xxx +xx+ WARNING+ xxxxx +x +x + + +xxx +xx +x + + + + +xxx + + + ++ IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC &WCD FORMULA OF PLATE D -1 AS DEFAULT VALUE. THIS FORMULA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. xxxxxx++ xxxxxxxxx++++ x+ x+ x++++ x+++++ xx+ xxx+ + + + + + + +xxxxxx +xxx +xxxxx + + +xxxx+ RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH /HOUR) p 1 12.43 6.22 5.217 2 12.78 6.63 5.036 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: 1 PEAK FLOW RATE(CFS) = 12.78 Tc(MIN.) = 6.63 TOTAL AREA(ACRES) = 2.83 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 107.00 = 750.00 FEET. ++ xxxxx* xxxxx** xx* x* x *x *xx * * *x *x *x *xx + #x #x * *x * +xx ++ #xxx * + + + + + *x *xxxxx * *x +xx* FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA <<<<< >>>>> USING COMPUTER- ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1162.60 DOWNSTREAM(FEET) = 1159 00 FLOW LENGTH(FEET) = 60.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 14.05 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 12.78 PIPE TRAVEL TIME(MIN.) = 0.07 Tc(MIN.) = 6.71 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 108.00 = 810.00 FEET. xxx ** *xxx *x *x * *x * * + ++ xxxx+ x} #xx # + + *x * *x * *x + + + + *x +xxxxxxxxxx +xxx +xxxx +xxxxx *x FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE = 81 A ,)( >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.006 ' CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8455 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.64 SUBAREA RUNOFF(CFS) = 2.71 TOTAL AREA(ACRES) = 3.47 TOTAL RUNOFF(CFS) = 15.49 TC(MIN) = 6.71 ' FLOW PROCESS FROM NODE 108.00 TO NODE 109.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< - -> = > >> USING - COMPUTER-ESTIMATED - PIPESIZE -( NON - PRESSURE - FLOW) <<_ __ ELEVATION DATA: UPSTREAM(FEET) = 1159.00 DOWNSTREAM(FEET) = 1154.00 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.013 1 DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 13.92 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 15.49 PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 6.83 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 109.00 = 910.00 FEET. FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = 81 A -12- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 4.958 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8451 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.43 SUBAREA RUNOFF(CFS) = 1.80 TOTAL AREA(ACRES) = 3.90 TOTAL RUNOFF(CFS) = 17.29 TC(MIN) = 6.83 I xxx+ xxxxx ++ xxx +x ++ xxx +x + +xxxxxxxxx + + + + ++ xxxx + ++ +xxxxx + + + ++ +xxxx + + + +xxxxxxxxx FLOW PROCESS FROM NODE 109.00 TO NODE 110.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER- ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1154.00 DOWNSTREAM(FEET) = 1152.80 FLOW LENGTH(FEET) = 60.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 10.07 ' ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 17.29 PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 6.92 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 110.00 = 970.00 FEET. ++ +xxxxx ++ xxxx +++ +xxx +x + +x + + + + + + +xxxxxxx +xx +xx +xxx + + + + + + ++ +xxxx + + + + ++ +xxxx ++ FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81 4_1 >>>>> ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 4.919 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8447 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.72 SUBAREA RUNOFF(CFS) = 2.99 TOTAL AREA(ACRES) = 4.62 TOTAL RUNOFF(CFS) = 20.28 TC(MIN) = 6.92 xxxx + ++ xxx + + + ++ xxxx++++ x+ xxxxxxxxxxxxxxx + + + + + +xxxxxxx + + + ++ +xxxxxx +x + ++ +xxxx+ ' FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81 f(_(A- ---------------------------------------------------------------------- >>>>> ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 4.919 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8447 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.15 SUBAREA RUNOFF(CFS) = 0.62 TOTAL AREA(ACRES) = 4.77 TOTAL RUNOFF(CFS) = 20.91 TC(MIN) = 6.92 xx + ++++ +xxx ++ ++ +xxx + + + ++ xxx ++ xxxxx +x+ xxxxxx + + + + + + +xxxxxxxxxxx + + + + + + ++ +xxxx ++ FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81 A ---------------------------------------------------------------------------- ' - -» »= ADDITION -OF- SUBAREA -TO- MAINLINE - PEAK - FLOW=====- -- -------------- - -- - -- 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 4.919 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8447 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.12 SUBAREA RUNOFF(CFS) = 0.50 TOTAL AREA(ACRES) = 4.89 TOTAL RUNOFF(CFS) = 21.41 TC(MIN) = 6.92 xxx + + + ++ xxxx + + ++ xxx + + + + + + + + + + + + + + + + + + + ++ xxxxx +xx + + + + + + + + + +xxxxxxxxxxxx +xxxxx FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 31 » >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA UPSTREAM(FEET) = 1152.80 DOWNSTREAM(FEET) = 1150.00 FLOW LENGTH(FEET) = 40.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.1 INCHES I i 1 1 p I 1 1 i I 11 I 1 I PIPE -FLOW VELOCITY(FEET /SEC.) = 16.99 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 21.41 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 6.96 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 111.00 = 1010.00 FEET. x*** k**** x****+****+**x*x**+*** x*+* x+**+***** *** +* * * ** * * * * * * * +** + + * + * +* *** ** FLOW PROCESS FROM NODE 111.00 TO NODE 112.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER- ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1150.00 DOWNSTREAM(FEET) = 1147.00 FLOW LENGTH(FEET) = 80.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 13.1 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 13.52 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 21.41 PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 7.06 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 112.00 = 1090.00 FEET. * x********* x**** xx** xx************** xx***** x* * * * * **x * * * ** *xx * * * * *x * * **Qx * *xx* FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS CONDOMINIUM TC = K *[(LENGTH * *3) 1(ELEVATION CHANGE)] * *.2 INITIAL SUBAREA FLOW- LENGTH = 50.00 UPSTREAM ELEVATION = 1173.00 DOWNSTREAM ELEVATION = 1172.50 ELEVATION DIFFERENCE = 0.50 TC = 0.359 *[( 50.00 * *3) /( 0.50)] * *.2 = 4.314 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.884 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8524 SOIL CLASSIFICATION IS "B" SUBAREA RUNOFF(CFS) = 2.01 TOTAL AREA(ACRES) = 0.40 TOTAL RUNOFF(CFS) = 2.01 xx*+ xxx++** xxx+++ xxx++* x**+ xxxx++** x* xxxx**+* xxx * ** ** * * *x * +* + * *xxx* + **x * * *x* FLOW PROCESS FROM NODE 201.00 TO NODE 202.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1171.50 DOWNSTREAM(FEET) = 1169.30 FLOW LENGTH(FEET) = 220.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.6 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.57 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.01 PIPE TRAVEL TIME(MIN.) = 0.80 Tc(MIN.) = 5.80 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 202.00 = 270.00 FEET. *************************************** x***** * *** * * * * * * * * * * * * * * * *** * * ** * * * +* FLOW PROCESS FROM NODE 202.00 TO NODE 202.00 IS CODE = 81 B -2- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< r 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.421 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8490 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.21 SUBAREA RUNOFF(CFS) = 0.97 TOTAL AREA(ACRES) = 0.61 TOTAL RUNOFF(CFS) = 2.97 TC(MIN) = 5.80 xx+ xxxxxxx xxxx+ xxx x+++ xx +xxx + +xx +xxxx + +xx +xxxxx +x + +xx xx xx +x + +xx +x xx +x +xx x xx+ FLOW PROCESS FROM NODE 202.00 TO NODE 203.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) « <<< ELEVATION DATA: UPSTREAM(FEET) = 1169.30 DOWNSTREAM(FEET) = 1167.90 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 4.97 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 2.97 PIPE TRAVEL TIME(MIN.) = 0.47 Tc(MIN.) = 6.27 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 203.00 = 410.00 FEET. + x+ xxxxxxxxxx+++ xxxxxxx+ x++++++ xxxx+++ x+ xxxxx + +xxx +x + +xx + + + + +xxxxxxx + +xxxxx+ FLOW PROCESS FROM NODE 203.00 TO NODE 203.00 IS CODE = 81 5_yj >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.194 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8471 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.20 SUBAREA RUNOFF(CFS) = 0.88 TOTAL AREA(ACRES) = 0.61 TOTAL RUNOFF(CFS) = 3.85 TC(MIN) = 6.27 x++ xxx+++ xxxx++ x+ xxxxxxxxxx+ xx++ xx+ xx++++++ xxxx + +x + +x + + +xxxxxxxxx +x +xxxxxx ++ FLOW PROCESS FROM NODE 203.00 TO NODE 204.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1167.90 DOWNSTREAM(FEET) = 1160.60 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 6.6 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 11.13 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 3.85 PIPE TRAVEL TIME(MIN.) = 0.15 TW MIN.) = 6.42 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 204.00 = 510.00 FEET. ++ x+++ xxxxxx+ x+ xxxxxxxx+ x++ xxxxx++ x+ xxxxx+++ x +xx + + + + + +xxxxx + + + +xxxxxx +xxxx ++ FLOW PROCESS FROM NODE 204.00 TO NODE 204.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.127 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8466 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.23 SUBAREA RUNOFF(CFS) = 1.00 TOTAL AREA(ACRES) = 1.04 TOTAL RUNOFF(CFS) = 4.85 TC(MIN) = 6.42 I ##+###*#+*##########+ xx*##+#++# k**##++**##### *xx # * # # # #k * * + + + + * * # + # * # # + + * # +k+ FLOW PROCESS FROM NODE 204.00 TO NODE 205.00 IS CODE = 31 >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< - - > > > >> USING - COMPUTER-ESTIMATED - PIPESIZE -(NON- PRESSURE_FLOW) <«------- - - - - -- ELEVATION DATA: UPSTREAM(FEET) = 1160.60 DOWNSTREAM(FEET) = 1159.30 FLOW LENGTH(FEET) = 60.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 9.3 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 7.41 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 4.85 PIPE TRAVEL TIME(MIN.) = 0.13 Tc(MIN.) = 6.56 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 205.00 = 570.00 FEET. k*+***** kt+* x* k++** * * * # + + + + + + * * * FLOW PROCESS FROM NODE 205.00 TO NODE 205.00 IS CODE = 81 PJ - S - - > > > >> ADDITION -OF- SUBAREA -TO- MAINLINE _ PEAK - FLOW < < < < < ----------------- - - - -- 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.069 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8460 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.79 SUBAREA RUNOFF(CFS) = 3.39 TOTAL AREA(ACRES) = 1.83 TOTAL RUNOFF(CFS) = 8.24 ' TC(MIN) = 6.56 k*+* xx+ xkk#+++ k* x#++*** kx* kkk*+++++* xkkk#*++ kxkk * + + + + + *k *xk + + *kk * + + +k * * *x * +x FLOW PROCESS FROM NODE 205.00 TO NODE 206.00 IS CODE = 31 » »-COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ' ELEVATION DATA: UPSTREAM(FEET) = 1159.30 DOWNSTREAM(FEET) = 1153.30 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.7 INCHES ' PIPE -FLOW VELOCITY(FEET /SEC.) = 11.24 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 8.24 ' PIPE TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 6.76 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 206.00 = 710.00 FEET. *+#++ k#++ x*#+#+++* xx#####+#+++ xxkx** xk**++# xkxk *xk + * # + #xxkxx * + +xxkkk #kxk + *x+ FLOW PROCESS FROM NODE 206.00 TO NODE 206.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ' TOTAL NUMBER OF STREAMS =_== 2_______________ _______________________________ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 6.76 ' RAINFALL INTENSITY(INCH /HR) = 4.98 TOTAL STREAM AREA(ACRES) = 1.83 PEAK FLOW RATE(CFS) AT CONFLUENCE = 8.24 FLOW PROCESS FROM NODE 210.00 TO NODE 211.00 IS CODE = 21 )j . - - » = => RATIONAL_ METHOD - INITIAL - SUBAREA - ANALYSIS <_-- <--------- -- ---- -- - - - -- -- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS CONDOMINIUM TC = K *[(LENGTH * *3) /(ELEVATION CHANGE)] * *.2 INITIAL SUBAREA FLOW- LENGTH = 50.00 UPSTREAM ELEVATION = 1169.20 DOWNSTREAM ELEVATION = 1168.70 ELEVATION DIFFERENCE = 0.50 TC = 0.359 *[( 50.00 * *3) /( 0.50)] * *.2 = 4.314 COMPUTED TIME OF CONCENTRATION INCREASED TO 5 MIN. 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.884 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8524 SOIL CLASSIFICATION IS "B" SUBAREA RUNOFF(CFS) = 0.85 TOTAL AREA(ACRES) = 0.17 TOTAL RUNOFF(CFS) = 0.85 ++++++ x** x**+++ kk* x*+++++ k+*** kxxhx**++++ kk+* * + *xx * * + + + + + + + + + + + + + + + + + *xx + + ++ FLOW PROCESS FROM NODE 211.00 TO NODE 212.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER- ESTIMATED PIPESIZE (NON- PRESSURE FLOW) <<<< ELEVATION DATA: UPSTREAM(FEET) = 1167.70 DOWNSTREAM(FEET) = 1163.00 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 6.0 INCH PIPE IS 4.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.74 ESTIMATED PIPE DIAMETER(INCH) = 6.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 0.85 ' PIPE TRAVEL TIME(MIN.) = 0.41 Tc(MIN.) = 5.41 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 212.00 = 190.00 FEET. _ FLOW PROCESS FROM NODE 212.00 TO NODE 212.00 IS CODE = 81 _______________________________________ ______________ _________________ >>>>> ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.636 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8506 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.19 SUBAREA RUNOFF(CFS) = 0.91 TOTAL AREA(ACRES) = 0.36 TOTAL RUNOFF(CFS) = 1.76 TC(MIN) = 5.41 ' *********#************************** k*+****** * * * * * * *h *hh *k + * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 212.00 TO NODE 213.00 IS CODE = 31 ' >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1163.00 DOWNSTREAM(FEET) = 1158.50 FLOW LENGTH(FEET) = 90.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 4.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 8.13 ' ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 1.76 PIPE TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 5.59 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 213.00 = 280.00 FEET. * x*** h* k* k******** hk* k**+************ h++ k* kk# # + *kkk *k * * *kh *k + * * * * # * # # *h *hk #* FLOW PROCESS FROM NODE 213.00 TO NODE 213.00 IS CODE = 81 ' - ->>>>> ADDITION -OF_ SUBAREA -TO- MAINLINE _ PEAK - FLOW < -« ------------------ - - - - -- 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.533 1] CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8499 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 1.41 TOTAL AREA(ACRES) = 0.66 TOTAL RUNOFF(CFS) = 3.17 TC(MIN) = 5.59 +< xxxrrx++ xxxx++ rx+ x+ xr+ rrrxxxxxx+ xx++ rxxxxrxxxxxxx +xx +r + + + +xxxxxx + +rxx + +r ++ FLOW PROCESS FROM NODE 213.00 TO NODE 214.00 IS CODE = 31 >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA <<<<< >>>>>USING COMPUTER- ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1158.50 DOWNSTREAM(FEET) = 1154.60 FLOW LENGTH(FEET) = 140.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.3 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 7.54 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 3.17 PIPE TRAVEL TIME(MIN.) = 0.31 TC(MIN.) = 5.90 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 214.00 = 420.00 FEET. r+ rrrxxx+ xxxxrxxxxxxx+ r+++ xx. tx+ x+ xrr+ r+ r+ x+ rrx + +x + + + +x + + +r + + + + > < >xx + + + ++ + + ++ FLOW PROCESS FROM NODE 214.00 TO NODE 214.00 IS CODE = 81 ------------------ -- -- -------- ----- --- --- ------ -- - - - - - ----- - - -L--- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< I' 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.371 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8486 SOIL CLASSIFICATION IS "B" II SUBAREA AREA(ACRES) = 0.10 SUBAREA RUNOFF(CFS) = 0.46 TOTAL AREA(ACRES) = 0.76 TOTAL RUNOFF(CFS) = 3.63 TC(MIN) = 5.90 I� xxxxrr xxxxxrxr++++++ rxxxxx+ rr+ r+ r+++rr+rrrrr r +rrxrrr + + + + +rrrr + + +xxxxx + + +xxxx FLOW PROCESS FROM NODE 214.00 TO NODE 206.00 IS CODE = 31 �I >>>>> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW)<<<<< ELEVATION DATA UPSTREAM(FEET) = 1154.60 DOWNSTREAM(FEET) = 1153.30 FLOW LENGTH(FEET) = 10.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 9.0 INCH PIPE IS 5.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 13.88 i' ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 IPIPE- FLOW(CFS) = 3.63 PIPE TRAVEL TIME(MIN.) = 0.01 Tc(MIN.) = 5.91 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 206.00 = 430.00 FEET. I' xxxxx++++++ r +rxxxxxxxr +xrrxxxx +xxxxxxxxxxx xxx + + +r + +rxr +r + + + + + + + > + + +x +r +xxxxx FLOW PROCESS FROM NODE 206.00 TO NODE 206.00 IS CODE = 1 >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< I' TOTAL NUMBER OF STREAMS - ---2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 5.91 RAINFALL INTENSITY(INCH /HR) = 5.37 TOTAL STREAM AREA(ACRES) = 0.76 PEAK FLOW RATE(CFS) AT CONFLUENCE = 3.63 �i ** CONFLUENCE DATA ** STREAM RUNOFF Tc INTENSITY AREA NUMBER (CFS) (MIN.) (INCH /HOUR) (ACRE) 1 8.24 6.76 4.983 1.83 li2 3.63 5.91 5.365 0.76 li IN THIS COMPUTER PROGRAM, THE CONFLUENCE VALUE USED IS BASED ON THE RCFC &WCD FORMULA OF PLATE D -1 AS DEFAULT VALUE. THIS FORMULA WILL NOT NECESSARILY RESULT IN THE MAXIMUM VALUE OF PEAK FLOW. liRAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM RUNOFF Tc INTENSITY NUMBER (CFS) (MIN.) (INCH /HOUR) �i 1 10.83 5.91 5.365 2 11.61 6.76 4.983 li COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 11.61 Tc(MIN.) = 6.76 TOTAL AREA(ACRES) = 2.59 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 206.00 = 710.00 FEET. ****+***+**+#+#+#***+ xx*+#++*****++#**#++++++ + + + # * * * * * * * * * * * * * * * + # + # # * * * * + #+ FLOW PROCESS FROM NODE 206.00 TO NODE 206.00 IS CODE = 81 8_10 li- -> =»= ADDITION -OF- SUBAREA -TO- MAINLINE - PEAK - FLOW< < < << ---------------- - - - - -- 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 4.983 li CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8453 SOIL CLASSIFICATION IS "B" SUBAREA AREA(ACRES) = 0.09 SUBAREA RUNOFF(CFS) = 0.38 TOTAL AREA(ACRES) = 2.68 TOTAL RUNOFF(CFS) = 11.99 liTC(MIN) = 6.76 li FLOW PROCESS FROM NODE 206.00 TO NODE 207.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< liELEVATION DATA: UPSTREAM(FEET) = 1153.30 DOWNSTREAM(FEET) = 1150.50 FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 15.0 INCH PIPE IS 8.6 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 16.53 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 11.99 li PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 6.79 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 207.00 = 740.00 FEET. li FLOW PROCESS FROM NODE 207.00 TO NODE 208.00 IS CODE = 31 _------- _---- _---- ____------ ____ ---- ___ _------ ____ ---- ________________ >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< li -- > > >>>>> USING - COMPUTER-ESTIMATED - PIPESIZE -( NON - PRESSURE - FLOW) < <<-- ----- - --- -- ELEVATION DATA: UPSTREAM(FEET) = 1150.50 DOWNSTREAM(FEET) = 1149.50 FLOW LENGTH(FEET) = 15.00 MANNING'S N = 0.013 li DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.6 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 14.49 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 11.99 I' PIPE TRAVEL TIME(MIN.) = 0.02 Tc(MIN.) = 6.81 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 208.00 = 755.00 FEET. END OF STUDY SUMMARY: - TOTAL AREA(ACRES) 2.68 TC(MIN.) = 6.81 PEAK FLOW RATE(CFS) = 11.99 END OF RATIONAL METHOD ANALYSIS APPENDIX C HYDRAULIC CALCULATIONS I) OF I' STORM DRAINS REDAIO.WSW T1 04049R ARTISAN REDHAWK PA13 0 T2 LINE W' Q -10 HYDRAULICS ANALYSIS T3 SO 1009.0401146.430 1 1150.800 R 1032 7201147.380 1 .013 60.301 .000 0 R 1070.4101148.892 1 .013 .000 .000 0 R 1089.5601149.650 1 .013 - 48.765 .000 0 JX 1093.5601149.750 1 .013 R 1113.4001151.420 1 .013 - 50.522 .000 0 R 1129.7501152.800 1 .013 .000 .000 0 JX 1138.0001152.900 2 2 2.013 2.300 .3001152.9001152.900 45.0 -90.0 .000 R 1199.4201154.010 2 .013 .000 .000 0 TX 1203.4201154.110 2 2 .013 1.200 1154.110 -45.0 .000 R 1220.0701155.440 2 .013 .000 .000 0 R 1290.2101158.450 2 .013 20.094 .000 0 R 1300.8101156.950 2 .013 .000 .000 0 JX 1304.3101159.050 2 2 .013 1.800 1159.050 45.0 .000 R 1356.3801161.650 2 .013 .000 .000 0 JK 1360 3801161.750 2 2 .013 5.300 1161.750 45.0 .000 R 1371.0301162.290 2 .013 .000 .000 0 R 1401.6401163.820 2 013 - 77.948 .000 0 R 1427.7101165.120 2 .013 000 .000 0 JX 1431.7101165.220 2 2 2.013 .400 5001165.2201165.220 45.0 -45.0 .000 R 1475.4801167.880 2 .013 .000 .000 0 R 1499.4301169.330 2 .013 - 60.988 .000 0 R 1504.8301169.660 2 .013 .000 .000 0 SH 1504.8301169.660 2 .000 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 Q 2.100 .0 Page 1 IM M M ! M M M M M M M M M M M ® M M i FILE: REDA10.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:23:35 04049R ARTISAN REDHAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS .w.w.w.w.... ...1x11 ##R #x1fa + +.. +Yrrrffffrrr Invert Depth Water rY# Q Y. r# fwrfaff1f11fffaYwrxwrlflfflf Vel Vel I Energy .Rx.. +wx.....# #f #f Rf. +w......+.f I Super jCriticalIFlow ToPIHeight/ #af rf lff Base wtj #fR. + f11w.. No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width jDia. -FTjor I.D.1 ZL lPrs /Pip L /Elem #f #f # #f #r iCh Slope uff #4rwrw I +... #RRfRf I #Rf IR #f #f #1111ffflffaYf I SF Aver fllflf4lrlff HF rf lfrrrf ISE DpthIFroude #ffRr111f NINOrm rf Up I "N" I if rl111f1f #11RfR# X -Fall #+#R+ ZR # #w #f IType Ch f111f ## 1009.040 1146.430 4.370 1150.800 13.90 4.42 .30 1151.10 .00 1.34 .00 2.000 .000 .00 1 .0 23.680 .0401 .0038 .09 .00 .00 .76 .013 .00 .00 PIPE 1032.720 1197.380 3.559 1150.939 13.90 4.42 .30 1151.24 .00 1.34 .00 2.000 .000 .00 1 .0 34.021 .0401 .0038 .13 3.56 .00 .76 .013 .00 .00 PIPE 1066.741 1148.745 2.323 1151.067 13.90 4.42 .30 1151.37 .00 1.34 .00 2.000 .000 .00 1 .0 HYDRAULIC JUMP 1066.741 1148.745 .732 1199.476 13.90 13.36 2.77 1152.25 .00 1.34 1.93 2.000 .000 .00 1 .0 3.669 .0401 .0462 .17 .73 3.20 .76 .013 .00 .00 PIPE 1070.410 1148.892 .732 1199.624 13.90 13.36 2.77 1152.39 .47 1.34 1.93 2.000 .000 .00 1 .0 19.150 .0396 .0484 .93 1.21 3.20 .76 .013 .00 .00 PIPE 1089.560 1149.650 .714 1150.364 13.90 13.80 2.96 1153.32 .00 1.34 1.92 2.000 .000 .00 1 .0 JUNCT SIR .0250 .0520 .21 1.22 3.36 .013 .00 .00 PIPE 1093.560 1199.750 .704 1150.954 13.90 14.07 3.08 1153.53 .52 1.34 1.91 2.000 .000 .00 1 .0 4.838 .0842 .0513 .25 1.23 3.45 .62 .013 .00 .00 PIPE 1098.398 1150.157 .719 1150.876 13.90 13.66 2.90 1153.77 .49 1.34 1.92 2.000 .000 .00 1 .0 6.244 .0842 .0462 .29 1.21 3.31 .62 .013 .00 .00 PIPE 1104.641 1150.683 .745 1151.428 13.90 13.02 2.63 1154.06 .45 1.34 1.93 2.000 .000 .00 1 .0 4.863 .0842 .0405 .20 1.20 3.09 .62 .013 .00 .00 PIPE M ® ® ® ® M ® M M M M M IM i ® ® ® ® i FILE: REDA10.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:23:35 04049R ARTISAN REDHAWK PA13 LINE "A" 0-30 HYDRAULICS ANALYSIS .. x. r« a. xxxxxxxxxx.+ r+« r++ a«. a.. xxxxrx.. x+«+ r« r.« a.... a. a.... a......... a .............. x.... .x.... :xx.x.....a......a« ««.... .a...... Invert Depth Water Q Vel Vel I Energy I Super iCriticallFlow TopIHeight/ Base WtI No Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTlor I.D.1 ZL lPrs /Pip L /Elem .. wx........ iCh Slope r«++....a.. I I x.. xx.. x. u«++... x+ I xxw... xx. Ixw. SF Avel xxxxxxxxxx. HF r... ISE DpthIFroude xu .•............ NINOrm Dp «....r..:...u.xx. I "N" I X -Fall ZR a..xa IType Ch ..aa.ra 1109.504 1151.092 .772 1151.864 13.90 12.42 2.39 1154.26 .41 1.34 1.95 2.000 .000 .00 1 .0 3.896 .0842 .0355 .14 1.19 2.89 .62 .013 .00 .00 PIPE 1113.400 1151.420 .800 1152.220 13.90 11.89 2.18 1154.40 .00 1.34 1.96 2.000 .000 .00 1 .0 2.570 .0844 .0316 .08 .80 2.70 .62 .013 .00 .00 PIPE 1115.970 1151.637 .823 1152.460 13.90 11.90 2.02 1159.48 .00 1.34 1.97 2.000 .000 .00 1 .0 2.731 .0844 .0281 .08 .82 2.55 .62 .013 .00 .00 PIPE 1118.700 1151.867 .853 1152.720 13.90 10.87 1.84 1154.56 .00 1.34 1.98 2.000 .000 .00 1 .0 2.277 .0844 .0247 .06 .85 2.38 .62 .013 .00 .00 PIPE 1120.978 1152.060 .884 1152.944 13.90 10.37 1.67 1159.61 .00 1.34 1.99 2.000 .000 .00 1 .0 1.894 .0844 .0217 .04 .88 2.22 .62 .013 .00 .00 PIPE 1122.872 1152.219 .917 1153.137 13.90 9.89 1.52 1154.65 .00 1.34 1.99 2.000 .000 .00 1 .0 1.592 .0844 .0191 .03 .92 2.07 .62 .013 .00 .00 PIPE 1124.464 1152.354 .951 1153.305 13.90 9.43 1.38 1154.68 .00 1.34 2.00 2.000 .000 .00 1 .0 1.323 .0844 .0168 .02 .95 1.93 .62 .013 .00 .00 PIPE 1125.786 1152.965 .987 1153.453 13.90 8.99 1.25 1154.71 .00 1.34 2.00 2.000 .000 .00 1 .0 1.092 .0844 .0148 .02 .99 1.80 .62 .013 .00 .00 PIPE 1126.878 1152.558 1.025 1153.583 13.90 8.57 1.14 1154.72 .00 1.39 2.00 2.000 .000 .00 1 .0 .892 .0844 .0130 .01 1.03 1.68 .62 .013 .00 .00 PIPE IM M M M M M M M M M M M M M M s M M� FILE: REDA10.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:23:35 04049R ARTISAN REDHAWK PA13 LINE "A" Q -30 HYDRAULICS ANALYSIS ........ ....... • RInvert •�• w.a.,. ........ ..w.. • ' s,. w .......,..... u.... w... u................ ....+ +w.aaa «.......:...:.,..... .,w.u.. Depthw Water Q Val Vel I Energy I Super CriticallFloW TOplHeight /IBase WtI INO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem «.,..,,+. ICh Slope I 1..,.,. ...I.w.aa.,.l.,.,....,I...w..a„ I I I I,. «,., +I SF Avel +.,., +.1......,,.1.......1........1 HF ISE DpthlFroude NINorm „ « «...wl. Dp I "N" +.a...I..,.,wwl...,. I X -Fa11I ZR IType Ch I,...,.. 1127.770 1152.633 1.065 1153.698 13.90 8.17 1.04 1154.73 .00 1.34 2.00 2.000 .000 .00 1 .0 .716 .0844 .0115 .01 1.07 1.56 .62 .013 .00 .00 PIPE 1128.486 1152.693 1.107 1153.800 13.90 7.79 .94 1154.74 .00 1.34 1.99 2.000 .000 .00 1 .0 .574 .0844 .0101 .01 1.11 1.45 .62 .013 .00 .00 PIPE 1129.060 1152.742 1.150 1153.892 13.90 7.43 .86 1154.75 .00 1.34 1.98 2.000 .000 .00 1 .0 .409 .0844 .0090 .00 1.15 1.35 .62 .013 .00 .00 1_ PIPE 1129.470 1152.776 1.197 1153.974 13.90 7.08 .78 1154.75 .00 1.34 1.96 2.000 .000 .00 1 .0 .280 .0844 .0079 .00 1.20 1.25 .62 .013 .00 .00 1_ PIPE 1129.750 1152.800 1.246 1154.047 13.90 6.75 .71 1154.75 .00 1.34 1.94 2.000 .000 .00 1 .0 JUNCT STR .0121 .0143 .12 1.25 1.15 .013 .00 .00 PIPE 1138.000 1152.900 .959 1153.859 11.30 9.47 1.39 1155.25 .00 1.28 1.49 1.500 .000 .00 1 .0 22.493 .0181 .0226 .51 .96 1.83 1.02 .013 .00 .00 PIPE 1160.493 1153.307 .920 1154.227 11.30 9.94 1.53 1155.76 .00 1.28 1.46 1.500 .000 .00 1 .0 15.832 .0181 .0255 .40 .92 1.98 1.02 .013 .00 .00 PIPE 1176.325 1153.593 .084 1159.477 11.30 10.42 1.69 1156.16 .00 1.28 1.48 1.500 .000 .00 1 .0 12.539 .0181 .0288 .36 .88 2.14 1.02 .013 .00 .00 PIPE 1188.864 1153.819 .850 1154.669 11.30 10.93 1.86 1156.52 .00 1.28 1.49 1.500 .000 .00 1 .0 10.556 .0181 .0326 .34 .85 2.31 1.02 .013 .00 .00 PIPE � � ■� r w cw w � � � wt FILE: REDAI0.WSW W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING 04049R ARTISAN REDHAWK PA13 LINE "A" Q -30 HYDRAULICS ANALYSIS M� M r M M M M PAGE 4 Date:10 -23 -2006 Time:10:23:35 11f.1f.1f111RRf11f . fR1R1 R1f.Rfa.f1111f.1f...flflfRff.f lR R1f41#.. 1f.f.fR #1RfaR..#.M# #M#f #+1f. # #f 4f #f4 +R1 R1RRR#af #4.ffRRx♦ f f ♦ #+.RR a. Invert Depth Water Q Val Val Energy I Super ICriticallFlow ToplHeight /1Base Wtj No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth Width jDia. -FTIor I.D.1 ZL 1Prs /Pip L /Elem xxxR. RRRR1RRRf. ICh Slope I f# RflfR. f..+. I I+# f1f##+# I## a###+.# l,#.#. f. 1. SF Avel f..,. fIR, HF fRxRxaflRx# ISE DpthlFroude f.+ 11f# NlNOrm a.. f. fl Dp #f # +...fIfR1RRRRIRxRxa. I "N" I X -Fa11I #I ZR # #1R. IType Ch IRRRRR„ 1199.420 1154.010 .818 1154.828 11.30 11.46 2.09 1156.87 .00 1.28 1.49 1.500 .000 .00 1 .0 JUNCT STR .0250 .0454 .18 .82 2.49 .013 .00 .00 PIPE 1203.420 1154.110 .665 1154.775 10.10 13.35 2.77 1157.54 .00 1.22 1.49 1.500 .000 .00 1 .0 4.291 .0799 .0544 .23 .67 3.30 .60 .013 .00 .00 PIPE 1207.711 1154.453 .676 1155.129 10.10 13.05 2.64 1157.77 .00 1.22 1.49 1.500 .000 .00 1 .0 7.067 .0799 .0496 .35 .68 3.19 .60 .013 .00 .00 PIPE 1214.778 1155.017 .702 1155.719 10.10 12.44 2.40 1158.12 .00 1.22 1.50 1.500 .000 .00 1 .0 5.292 .0799 .0436 .23 .70 2.98 .60 .013 .00 .00 PIPE 1220.070 1155.440 .729 1156.169 10.10 11.86 2.18 1158.35 .03 1.22 1.50 1.500 .000 .00 1 .0 27.437 .0429 .0394 1.08 .76 2.77 .72 .013 .00 .00 PIPE 1247.507 1156.617 .743 1157.360 10.10 11.55 2.07 1159.43 .03 1.22 1.50 1.500 .000 .00 1 .0 22.151 .0429 .0357 .79 .77 2.67 .72 .013 .00 .00 PIPE 1269.658 1157.568 .772 1158.340 10.10 11.01 1.88 1160.22 .03 1.22 1.50 1.500 .000 .00 1 .0 12.359 .0429 .0315 .39 .80 2.48 .72 .013 .00 .00 PIPE 1282.018 1158.098 .802 1158.901 10.10 10.50 1.71 1160.61 .03 1.22 1.50 1.500 .000 .00 1 .[ 8.192 .0429 .0278 .23 .83 2.31 .72 .013 .00 .00 PIPE 1290.210 1158.950 .839 1159.289 10.10 10.01 1.56 1160.84 .00 1.22 1.49 1.500 .000 .00 1 .0 3.682 .0472 .0249 .09 .83 2.14 .70 .013 .00 .00 PIPE M' w 1M M, M now w M M MMI "� M M sIIIIIIIIIIIIIIIIIIIN FILE: REDAIO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:23:35 04049R ARTISAN REDHAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS ..a.f.. +R.f..w.f.f...t+.RRR 1R. fwa. +.....Rf..ff.flwflwff.fw +.a ufaff... f.+ f.... f....... 1RR.f ..:wf1R..,.....+.......R...+..f .R +w1w.. Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /ease Wtj No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTlor I.D.1 ZL lPrs /Pip L /Elem afw4YwY4atffRRfRf.flf Ch Slope af++ft..R..Rfllff af4lR.R1R I Rf Rf SF Avel RRRfRRf HF fRf.f.ff.f.f.f..fafYff ISE DpthjFroude NINOrm 4f+fa+R.f.l Dp I "N" I .1f+..+ X -Fall +f iY Yf+.lf.f ZR Type Ch fRR.f.♦ 1293.891 1158.624 .858 1159.982 10.10 9.66 1.45 1160.93 .00 1.22 1.48 1.500 .000 .00 1 .0 3.890 .0472 .0223 .09 .86 2.03 .70 .013 .00 .00 PIPE 1297.781 1158.807 .893 1159.700 10.10 9.21 1.32 1161.02 .00 1.22 1.47 1.500 .000 .00 1 .0 3.029 .0472 .0198 .06 .89 1.88 .70 .013 .00 .00 PIPE 1300.810 1158.950 .930 1159.880 10.10 8.78 1.20 1161.08 .00 1.22 1.46 1.500 .000 .00 1 .0 JUNCT SIR .0286 .0304 .11 .93 1.74 .013 .00 .00 PIPE 1304.310 1159.050 .645 1159.695 8.30 11.92 2.03 1161.72 .00 1.12 1.49 1.500 .000 .00 1 .0 14.770 .0499 .0400 .59 .65 2.88 .62 .013 .00 .00 PIPE 1319.080 1159.788 .666 1160.454 8.30 10.95 1.86 1162.32 .00 1.12 1.49 1.500 .000 .00 1 .0 10.000 .0499 .0354 .35 .67 2.71 .62 .013 .00 .00 PIPE 1329.080 1160.287 .690 1160.977 8.30 10.44 1.69 1162.67 .00 1.12 1.50 1.500 .000 .00 1 .0 6.797 .0499 .0311 .21 .69 2.52 .62 .013 .00 .00 PIPE 1335.877 1160.626 .716 1161.392 8.30 9.95 1.59 1162.88 .00 1.12 1.50 1.500 .000 .00 1 .0 5.005 .0499 .0274 .14 .72 2.35 .62 .013 .00 .00 PIPE 1340.883 1160.876 .743 1161.619 8.30 9.49 1.40 1163.02 .00 1.12 1.50 1.500 .000 .00 1 .0 3.802 .0499 .0241 .09 .74 2.19 .62 .013 .00 .00 PIPE 1344.685 1161.066 .772 1161.838 8.30 9.05 1.27 1163.11 .00 1.12 1.50 1.500 .000 .00 1 .0 2.985 .0499 .0213 .06 .77 2.04 .62 .013 .00 .00 PIPE FILE: REDA10.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 6 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:23:35 04049R ARTISAN REDHAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS wwwx...x aw + +a .... ..www. Invert Depth ...x... . wa..... Water Q + + + +a.. + +a +.. Vel Vel I .. x. xx. Energy wx. w. w........ I Super w... ...wxwwx........• CriticaljFlow +..wx.x.wxx.xx ToplHeight/ Base Wtj ...... w. ENO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL lPrs /Pip L /Elem .. w.... w...+ ICh Slope I aa.... I w.... xxx. x......... I a+ ..... I ...........a...........�....... SF Aver HF ISE DpthIFroude NINorm ..a.a.....a. Dp ++ I "N" I a +.....w.wwxxw.... X -Fall ZR IType Ch ....... 1397.670 1161.215 .802 1162.017 8.30 8.63 1.16 1163.17 .00 1.12 1.50 1.500 .000 .00 1 .0 2.376 .0499 .0188 .04 .80 1.90 .62 .013 .00 .00 PIPE 1350.045 1161.334 .833 1162.167 8.30 8.23 7.05 1163.22 .00 1.12 1.49 1.500 .000 .00 1 .0 1.873 .0499 .0165 .03 .83 1.76 .62 .013 .00 .00 PIPE 1351.918 1161.427 .866 1162.293 8.30 7.84 .96 1163.25 .00 1.12 1.48 1.500 .000 .00 1 .0 1.468 .0499 .0146 .02 .87 1.64 .62 .013 .00 .00 PIPE 1353.387 1161.501 .901 1162.402 8.30 7.48 .87 1163.27 .00 1.12 1.47 1.500 .000 .00 1 .0 1.107 .0499 .0130 .01 .90 1.52 .62 .013 .00 .00 PIPE 1354.494 1161.556 .939 1162.995 8.30 7.13 .79 1163.28 .00 1.12 1.95 1.500 .000 .00 1 .D .852 .0499 .0115 .01 .94 1.40 .62 .013 .00 .00 PIPE 1355.346 1161.599 .978 1162.577 8.30 6.80 .72 1163.29 .00 1.12 1.43 1.500 .000 .00 1 .0 .585 .0499 .0102 .01 .98 1.30 .62 .013 .00 .00 PIPE 1355.931 1161.628 1.020 1162.648 8.30 6.48 .65 1163.30 .00 1.12 1.40 1.500 .000 .00 1 .0 .350 .0499 .0091 .00 1.02 1.19 .62 .013 .00 .00 PIPE 1356.282 1161.645 1.065 1162.710 8.30 6.18 .59 1163.30 .00 1.12 1.36 1.500 .000 .00 1 .0 .098 .0499 .0081 .00 1.07 1.10 .62 .013 .00 .00 PIPE 1356.380 1161.650 1.116 1162.766 8.30 5.89 .54 1163.30 .00 1.12 1.31 1.500 .000 .00 1 0 7UNCT STR .0250 .0042 .02 1.12 1.00 .013 .00 .00 PIPE FILE: REDAI0.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 7 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:23:35 04049R ARTISAN REDHAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS ...... u ...............+.............. Invert Depth aas Water aa.... Q aaa..« a.«« a..+..«««....+ Val Val I Energy a............. aa. a.. «...a....a.... I Super CriticaljFlow ToplHeight «...«.a... :...... /lSase Wtj ....a... INO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL jPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR IType Ch .e.....0 ....a..I s...... I.......« a...... a.. I.....+. I+.«. a«.... a .............. a. a.a+a.......................... a.a «. +. 1360.380 1161.750 1.669 1163.419 3.00 1.70 .04 1163.46 .00 .66 .00 1.500 .000 .00 1 .0 3.385 .0507 .0008 .00 1.67 .00 .36 .013 .00 .00 PIPE 1363.765 1161.922 1.500 1163.422 3.00 1.70 .09 1163.47 .00 .66 .00 1.500 .000 .00 1 .0 2.691 .0507 .0008 .00 1.50 .00 .36 .013 .00 .00 PIPE 1366.456 1162.058 1.360 1163.418 3.00 1.78 .05 1163.47 .00 .66 .87 1.500 .000 .00 1 .0 1.502 .0507 .0007 .00 1.36 .23 .36 .013 .00 .00 PIPE 1367.959 1162.134 1.280 1163.414 3.00 1.87 .05 1163.47 .00 .66 1.06 1.500 .000 .00 1 .0 1.234 .0507 .0008 .00 1.28 .27 .36 .013 .00 .00 PIPE 1369.193 1162.197 1.213 1163.410 3.00 1.96 .06 1163.97 .00 .66 1.18 1.500 .000 .00 1 .0 1.044 .0507 .0009 .00 1.21 .30 .36 .013 .00 .00 PIPE 1370.237 1162.250 1.155 1163.405 3.00 2.05 .07 1163.47 .00 .66 1.26 1.500 .000 .00 1 .0 .793 .0507 .0010 .00 1.16 .34 .36 .013 .00 .00 PIPE 1371.030 1162.290 1.110 1163.400 3.00 2.14 .07 1163.47 .01 .66 1.32 1.500 .000 .00 1 .0 .022 .0500 .0010 .00 1.12 .37 .36 .013 .00 .00 PIPE 1371.052 1162.291 1.110 1163.401 3.00 2.14 .07 1163.47 .01 .66 1.32 1.500 .000 .00 1 .0 HYDRAULIC JUMP 1371.052 1162.291 .364 1162.655 3.00 9.05 1.27 1163.93 .15 .66 1.29 1.500 .000 .00 1 .0 14.365 .0500 .0478 .69 .51 3.14 .36 .013 .00 .00 PIPE FILE: REDA10.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 8 Program Package Serial Number: 1666 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:23:35 04049R ARTISAN REDRAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS f.x.fxfff.ff.fffuf . lff ifa..f aY.....ff xf.. Invert I Depth I Water fuf Q f.f.ff.f..f. xYf..lwf.:.uff Vel Vel I . Energy f.ff.ff . ff.ff.ff lff.lf lwf ws I Super CriticallFlow ToPIHeight xff if f.f.f uxxfffxffw /IBase WtI ff #af.R. No Wth Station I Elev I (FT) I Elev (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall ZR IType Ch „ wf lwf Y# �l,f.,.,f, I. Rf R,.ff l..,.. YYf alw,.f.., Rf l.,.f.,, �f.f,.,. IRf Rf xRRRf IR,«f RRxl.f,. xRRf I.fR,RfRfI. #.f #w #�f.Y,ff.�,ff.f �,ff.,R, 1385.917 1163.009 .367 1163.376 3.00 8.92 1.24 1164.61 .14 .66 1.29 1.500 .000 .00 1 .0 16.223 .0500 .0439 .71 .51 3.08 .36 .013 .00 .00 PIPE 1401.640 1163.820 .381 1164.201 3.00 8.50 1.12 1165.32 .00 .66 1.31 1.500 .000 .00 1 .0 5.210 .0499 .0393 .20 .38 2.88 .36 .013 .00 .00 PIPE 1406.850 1164.080 .388 1164.968 3.00 8.25 1.06 1165.53 .00 .66 1.31 1.500 .000 .00 1 .0 5.628 .0499 .0353 .20 .39 2.76 .36 .013 .00 .00 PIPE 1412.478 1164.360 .402 1164.763 3.00 7.87 .96 1165.72 .00 .66 1.33 1.500 .000 .00 1 .0 3.865 .0499 .0309 .12 .40 2.59 .36 .013 .00 .00 PIPE 1416.343 1164.553 .416 1164.969 3.00 7.50 .87 1165.84 .00 .66 1.34 1.500 .000 .00 1 .0 2.864 .0499 .0270 .08 .42 2.42 .36 .013 .00 .00 PIPE 1419.207 1169.696 .430 1165.126 3.00 7.15 .79 1165.92 .00 .66 1.36 1.500 .000 .00 1 .0 2.181 .0499 .0236 .05 .43 2.27 .36 .013 .00 .00 PIPE 1421.388 1164.805 .945 1165.250 3.00 6.82 .72 1165.97 .00 .66 1.37 1.500 .000 .00 1 .0 1.702 .0499 .0207 .04 .45 2.12 .36 .013 .00 .00 I_ PIPE 1923.090 1164.890 .461 1165.351 3.00 6.50 .66 1166.01 ,00 .66 1.38 1.500 .000 .00 1 .0 1.376 .0499 .0181 .02 .46 1.98 .36 .013 .00 .00 I_ PIPE 1424.467 1164.958 .477 1165.435 3.00 6.20 .60 1166.03 .00 .66 1.40 1.500 .000 .00 1 .0 1.096 .0499 .0159 .02 .48 1.86 .36 .013 .00 .00 I_ PIPE o "® o o w M M M Mw an FILE: REDAI0.WSW W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING 04049R ARTISAN REDHAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS IM w= M. M M M PAGE 9 Date:10 -23 -2006 Time:10:23:35 «#.++.+«+x ax.+ xaxxwxwRx w+ wx+ RwxRRRxxRRRf.#+««+ 1wf#.# ax«# aaa+« 11wR# fxRfwlR# aRx+ wxRx+ ax+ w+ ax RaR +wRx.x +a + +ax+a + +«xRx +.a +.x +#R x«.a.« Invert Depth Water Q Vel Vel Energy l Super ICriticallFlow ToplHeight /lBase Wtl INO Wth Station l Elev (FT) Elev (CPS) l (FPS) Head l Grd.E1.1 EleV l Depth l Width Dia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh Slope l I l I SF Avel HF JSE DpthlFroude NINOrm Dp l "N" l X -Fall ZR IType Ch aw+R # #hRRfR1RRf Yff# 4.###. f# #f # ««i #« #R # # #R#1RRRRIRRRR #x +. ## lax +a #+a # #I # # # #i # # #i # #+f+ # # # #f #1fi4iRR1R #RRw #R #a # # #«# ff.1RRR 1425.563 1165.013 .494 1165.507 3.00 5.91 .54 1166.05 .00 .66 1.41 1.500 .000 .00 1 .0 .899 .0499 .0139 .01 .49 1.74 .36 .013 .00 .00 PIPE 1426.462 1165.058 .511 1165.569 3.00 5.69 .49 1166.06 .00 .66 1.42 1.500 .000 .00 1 .0 .712 .0499 .0122 .01 .51 1.62 .36 .013 .00 .00 l_ PIPE 1427.174 1165.093 .529 1165.622 3.00 5.37 .95 1166.07 .00 .66 1.43 1.500 .000 .00 1 .0 .536 .0499 .0107 .01 .53 1.52 .36 .013 .00 .00 PIPE 1427.710 1165.120 .549 1165.669 3.00 5.12 .41 1166.08 .00 .66 1.45 1.500 .000 .00 1 .0 SUNCT SIR .0250 .0354 .14 .55 1.42 .013 .00 .00 l_ PIPE 1431.710 1165.220 .289 1165.509 2.10 8.81 1.21 1166.71 .00 .55 1.18 1.500 .000 .00 1 .0 17.691 .0608 .0608 1.08 .29 3.46 .29 .013 .00 .00 I_ PIPE 1449.401 1166.295 .289 1166.584 2.10 8.81 1.21 1167.79 .00 .55 1.18 1.500 .000 .00 1 .0 26.079 .0608 .0579 1.51 .29 3.46 .29 .013 .00 .00 l_ PIPE 1475.480 1167.880 .296 1168.176 2.10 8.50 1.12 1169.30 .12 .55 1.19 1.500 .000 .00 1 .0 .327 .0605 .0546 .02 .42 3.30 .29 .013 .00 .00 PIPE 1475.807 1167.900 .296 1168.196 2.10 8.47 1.11 1169.31 .12 .55 1.19 1.500 .000 .00 1 .0 9.426 .0605 .0509 .48 .41 3.28 .29 .013 .00 .00 l_ PIPE 1485.233 I 1168.471 I .306 I 1168.777 I 2.10 I 8.08 I 1.01 1169.79 I .11 I .55 I 1.21 I 1.500 I I .000 .00 I 1 .0 5.046 .0605 .0445 .22 .42 3.07 .29 .013 .00 .00 PIPE MM M M o =q ® a o M Ma= MM 0 0 M M M FILE: REDA10.WSW W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING 04049R ARTISAN REDRAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS PAGE 10 Date:30 -23 -2006 Time:10:23:35 +...........+w.w.....w.w.++..++ a.xxx... x.•.. ... + +.w.....w. ++ + +«+w..www..... x x a. a a....«. a +x xaa.xx xa+ «.aaa« +. w a. a. x x... x x x a a x ++« ++« Invert Depth Water Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wt1 No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width Dia. -FTIor I.D.1 ZL 1Prs /Pip L /E2em w + +.w.ww «Ia ICh Slope I «« +. aaa. I«,. aa.« xlxxx... I x,+ I«« a„ a.,« I I« aa. as «I SF Avel +..aa «.Iaaaaw. HP «,aia ISE DpthlFroude « + « + «w1 NINorm + +« wawa« Ia.aaxxxxla.aa Dp I "N" «w +I...,...Ixxxxx I X -Fall) ZR IType Ch Ixxxxaaa 1490.278 I I 1168.776 .317 I 1169.093 I 2.10 I 7.70 I .92 1170.01 I .10 I I .55 1.22 I 1.500 I I .000 .00 I 1 .0 3.361 .0605 .0389 .13 .42 2.88 .29 .013 .00 .00 I_ PIPE 1493.640 1168.979 .328 1169.308 2.10 7.34 I .89 1170.15 I .09 I .55 1.24 1.500 I .000 .00 I 1 .0 2.454 .0605 .0340 .08 .42 2.70 .29 .013 .00 .00 PIPE 1496.094 I 1169.120 .339 1169.467 2.10 7.00 .76 1170.23 I .OB .55 1.25 1.500 .000 .00 1 .0 1.888 .0605 .0297 .06 .42 2.52 .29 .013 .00 .00 I_ PIPE 1497.981 1169.242 .350 1169.592 2.10 6.68 .69 1170.28 .08 .55 1.27 1.500 .000 .00 1 .0 1.449 .0605 .0260 .04 .43 2.36 .29 .013 .00 .00 PIPE 1499.430 1169.330 .363 1169.693 2.10 6.37 .63 1170.32 .00 .55 1.28 1.500 .000 .00 1 .0 1.023 .0611 .0229 .02 .36 2.21 .29 .013 .00 .00 I_ PIPE 1500.453 I 1169.392 .373 1169.765 2.10 I 6.10 I .58 1170.34 .00 I I .55 1.30 1.500 I .000 .00 I 1 .0 .967 .0611 .0202 .02 .37 2.09 .29 .013 .00 .00 PIPE 1501.420 1169.451 .386 1169.838 2.10 5.82 .53 1170.36 .00 .55 1.31 1.500 .000 .00 1 .0 .778 .0611 .0177 .01 .39 1.96 .29 .013 .00 .00 I_ PIPE 1502.198 1169.499 .900 1169.899 2.10 5.55 .48 1170.38 .00 .55 1.33 1.500 .000 .00 1 .0 .667 .0611 I I .0154 .01 .40 1.83 .29 .013 .00 .00 PIPE 1502.865 1169.540 .413 I 1169.953 I 2.10 I 5.29 I .43 1170.39 I .00 I .55 I 1.34 i 1.500 I I .000 .00 I 1 .0 .515 .0611 .0135 .01 .41 1.71 .29 .013 .00 .00 I_ PIPE ® m b = == . ® m m m ® m === ® Gm M iii FILE: REDA10.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 11 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:23:35 04049R ARTISAN REDRAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS fR«RRRRR ! WYf YiYif Yff !Invert 4#, f}. R# RR# RRRf♦ lRfYffYYY4YffYfYiYYY♦f♦♦f Depth Water Q ♦flRRR Vel Vel I RlRRf Energy ♦ffR1RfRRRR #R #R #..,,.,}RR. I Super ICriticallFlow TopjHeight/ RlRR....,f,f..f YfRY♦Rf Base Wtj ♦ RfYY♦# No wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL lPrs /Pip L /Elem • fff♦ f♦ f♦ ICh Slope I f♦ f♦ ffYYYf. I fY.... I Y. Yf«.,.« R, RR♦♦ f♦ I f♦ f♦ f♦:♦♦♦. SF Avel f, .YYff HF «fYffYlY ISE DpthlFroude ♦Y♦YfY.Yf♦ff♦f♦f♦f NINOrm Up ♦ff♦♦♦f♦YffR..,.Y.YY♦f♦ I "N" I X -Fall ZR IType Ch I♦ :♦f ♦♦♦ 1503.380 1169.571 .428 1169.999 2.10 5.04 .40 1170.39 .00 .55 1.35 1.500 .000 .00 1 .0 -I- .424 -I- .0611 -I- -I- -I- -I- -I- .0118 -I- .01 -I- .43 -I- 1.60 -I- .29 -I- .013 -I- .00 .00 1- PIPE 1503.804 1169.597 .493 1170.040 2.10 9.81 .36 1170.40 .00 .55 1.37 1.500 I .000 .00 1 .0 .348 .0611 .0104 .00 .44 1.50 .29 .013 .00 .00 PIPE 1504.152 1169.619 .958 1170.077 2.10 4.59 .33 1170.40 .00 .55 1.38 1.500 .000 .00 1 .0 .263 .0611 .0091 .00 .46 1.40 .29 .013 .00 .00 PIPE 1504.415 1169.635 .474 1170.109 2.10 4.37 .30 1170.41 .00 .55 1.39 1.500 .000 .00 1 .0 .188 .0611 .0079 .00 .47 1.31 .29 .013 .00 .00 PIPE 1504.603 1169.646 .491 1170.137 2.10 4.17 I .27 1170.91 .00 I .55 1.41 1.500 I .000 .00 I 1 .0 .139 .0611 .0070 .00 .49 1.23 .29 .013 .00 .00 PIPE 1504.742 1169.655 .508 1170.163 2.10 3.98 .25 1170.41 I .00 .55 1.42 1.500 .000 .00 1 .0 .060 .0611 .0061 .00 .51 1.15 .29 .013 .00 .00 PIPE 1504.802 1169.658 .527 1170.105 2.10 3.79 .22 1170.41 .00 .55 1.43 1.500 .000 .00 1 .0 .028 .0611 .0053 .00 .53 1.07 .29 .013 .00 .00 PIPE 1509.830 _I_ 1169.660 _I_ .547 _I_ 1170.207 _I_ 2.10 _I_ 3.60 _I_ .20 _I_ 1170.41 _I_ .00 -I- .55 _I_ 1.44 _I_ 1.500 _I_ .000 _I_ .00 1 .0 I_ 0 D 1 8 D REDA100.WSW T1 04049R ARTISAN REDHAWK PA13 0 T2 LINE "A" Q -100 HYDRAULICS ANALYSIS T3 SO 1009 0401146.430 1 1150.800 R 1032.7201147.380 1 .013 60.301 .000 0 R 1070.4101148 892 1 .013 .000 .000 0 R 1089.5601149 650 1 .013 - 48.765 .000 0 JX 1093.5601149.750 1 .013 R 1113.4001151.420 1 .013 - 50.522 .000 0 R 1129 7501152.800 1 .013 000 .000 0 JX 1138.0001152.900 2 2 2.013 3.600 5001152.9001152.900 45.0 -90.0 .000 R 1199.4201154 010 2 .013 .000 .000 0 JX 1203 4201154 110 2 2 .013 1.800 1154.110 -45.0 .000 R 1220.0701155.440 2 013 .000 .000 0 R 1290.2101158.450 2 .013 20.094 .000 0 R 1300.8101158.950 2 013 .000 .000 0 JX 1304.3101159 050 2 2 .013 2.700 1159.050 45.0 .000 R 1356.3801161.650 2 .013 .000 .000 0 JX 1360.3801161.750 2 2 .013 8.100 1161.750 45.0 .000 R 1371.0301162.290 2 .013 .000 .000 0 R 1401.6401163.820 2 .013 - 77.948 .000 0 R 1427.7101165.120 2 .013 .000 .000 0 JX 1431.7101165.220 2 2 2.013 .700 .7001165.2201165.220 45.0 -45.0 .000 R 1475.4801167.880 2 .013 .000 .000 0 R 1499.4301169.330 2 .013 - 60.988 000 0 R 1504.8301169.660 2 .013 .000 .000 0 SH 1504.8301169.660 2 .000 CD 1 4 1 .000 2.000 .000 .000 .000 .00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 Q 3.300 .0 Page 1 FILE: REDAl00.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:28:10 04049R ARTISAN REDRAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS ..a af...f.f..wa.f..w f..f.. . .....R.. .f .,... .. 1.. f+ wf..f R. R.. R... .aff.f.Rxx..wx.....wfwff...f..R xx..xR. u..fR..RR...wf R R..... Invert �' Depth' • Water �^ Q *� Vel Vel I Energy I Super ICriticallFlow ToPIHeight/ Base Wtj iNo Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTjor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I SF Aver HF ISE DpthlFroude NINOrm Dp I "N" I X -Fall ZR iType Ch R11x.. f .R..4..f.f.......fY..w4.Yai.fif 1f. 1111 l.ff.lf�lR.f...w1fa..f..fR.Rf Rf xRfR....fa.ff.lf fRfR...Yff.af.f.f.. �f.i.lfx 1009.040 1146.430 4.370 1150.800 21.40 6.81 .72 1151.52 .00 1.66 .00 2.000 .000 .00 1 .0 23.680 .0401 .0089 .21 .00 .00 .97 .013 .00 .00 PIPE 1032.720 1147.380 3.750 1151.130 21.40 6.81 .72 1151.85 .00 1.66 .00 2.000 .000 .00 1 .0 29.043 .0401 .0089 .26 3.75 .00 .97 .013 .00 .00 PIPE 1061.763 1148.595 2.899 1151.389 21.40 6.81 .72 1152.11 .00 1.66 .00 2.000 .000 .00 1 .0 HYDRAULIC JUMP 1061.763 1148.545 .942 1149.487 21.40 14.72 3.36 1152.85 .00 1.66 2.00 2.000 .000 .00 1 .0 8.647 .0401 .0440 .38 .94 3.04 .97 .013 .00 .00 PIPE 1070.410 1148.892 .942 1149.834 21.40 14.72 3.36 1153.20 .60 1.66 2.00 2.000 .000 .00 1 .0 19.150 .0396 .0451 .86 1.54 3.04 .97 .013 .00 .00 PIPE 1089.560 1149.650 .929 1150.579 21.40 14.97 3.48 1154.06 .00 1.66 1.99 2.000 .000 .00 1 .0 JUNCT STR .0250 .0470 .19 1.55 3.12 .013 .00 .00 PIPE 1093.560 1149.750 .919 1150.669 21.40 15.18 3.58 1154.25 .63 1.66 1.99 2.000 .000 .00 1 .0 3.924 .0842 .0463 .18 1.55 3.18 .79 .013 .00 .00 PIPE 1097.484 1150.080 .936 1151.016 21.40 14.81 3.41 1154.42 .60 1.66 2.00 2.000 .000 .00 1 .0 6.507 .0842 .0421 .27 1.54 3.07 .79 .013 .00 .00 PIPE 1103.991 1150.628 .972 1151.600 21.40 14.12 3.10 1154.70 .55 1.66 2.00 2.000 .000 .00 1 .0 5.193 .0842 .0371 .19 1.52 2.86 .79 .013 .00 .00 PIPE IM w M ® M! M M M M M MI M M M G M® lid FILE: REDA100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:28:10 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS .fff. �f a. Ya.f s. Ya.f..f......f fuf.. wf... fa..f....f.#.. Invert Depth Water Q aw..f.f Y.ff.f.f.. Vel Vel I f... Energy flsf.f.f.lflf#..#..f...u......f I Super ICriticalIFlow aY.w..fs ..f... ToplHeight /Base Wtj ..f a.w.. No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.j Elev I Depth I Width IDia. -FTjor I.D.1 ZL jPrs /Pip L /Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR Type Ch f RR.lf lf.f. fYf. Y. fff.. RRRRRRffff Y..f.f 4k4Rf 4fR f.fRffRRRR#. #.RRRRRRR.Mf.R1R1f 1R RR RfRf.lf .ff fRRf #f. #1RRRRR.R.ha .f #.44f 1109.189 1151.065 1.009 1152.079 21.40 13.47 2.82 1159.89 .50 1.66 2.00 2.000 .000 .00 1 .0 4.216 .0842 .0326 .14 1.51 2.66 .79 .013 .00 .00 PIPE 1113.400 1151.420 1.048 1152.468 21.40 12.84 2.56 1155.03 .00 1.66 2.00 2.000 .000 .00 1 .0 2.582 .0844 .0292 .08 1.05 2.48 .79 .013 .00 .00 PIPE 1115.982 1151.638 1.077 1152.715 21.40 12.40 2.39 1155.10 .00 1.66 1.99 2.000 .000 .00 1 .0 3.012 .0844 .0263 .08 1.08 2.35 .79 .013 .00 .00 PIPE 1118.999 1151.892 1.119 1153.011 21.40 11.83 2.17 1155.18 .00 1.66 1.99 2.000 .000 .00 1 .0 2.490 .0844 .0232 .06 1.12 2.18 .79 .013 .00 .00 PIPE 1121.483 1152.102 1.164 1153.266 21.40 11.27 1.97 1155.24 .00 1.66 1.97 2.000 .000 .00 1 .0 2.073 .0844 .0205 .04 1.16 2.03 .79 .013 .00 .00 PIPE 1123.556 1152.277 1.211 1153.488 21.40 10.75 1.79 1155.28 .00 1.66 1.95 2.000 .000 .00 1 .0 1.708 .0844 .0182 .03 1.21 1.88 .79 .013 .00 .00 PIPE 1125.264 1152.421 1.261 1153.682 21.90 10.25 1.63 1155.31 .00 1.66 1.93 2.000 .000 .00 1 .0 1.395 .0844 .0161 .02 1.26 1.74 .79 .013 .00 .00 PIPE 1126.659 1152.539 1.314 1153.853 21.40 9.77 1.48 1155.34 .00 1.66 1.90 2.000 .000 .00 1 .0 1.110 .0844 .0143 .02 1.31 1.60 .79 .013 .00 .00 PIPE 1127.770 1152.633 1.371 1154.004 21.40 9.32 1.35 1155.35 .00 1.66 1.86 2.000 .000 .00 1 .0 .859 .0844 .0127 .01 1.37 1.48 .79 .013 .00 .00 PIPE now_ M M M M M w M M M M IM t M M IM M FILE: REDA100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:30 -23 -2006 Time:10:28:10 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super iCriticallFlow TOPIHeight/ Base Wtj ENO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.j Elev I Depth I Width iDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem RRIRRRRRffRRlfRfww ICh Slope I ..f......R I I #RR1fRff..w. 41111. i. ff.# SF Aver f# f## f##.# HF ISE DpthIFroude f.# fY##. M# RRR#. NINOrm IRR IRfR11RR Dp #1RRIRRRRfRIR#RR.f#. I 'IN-- I X -Fall ZR ## IType Ch RRRR}.♦ 1128.629 1152.705 1.432 1154.137 21.40 8.88 1.23 1155.36 .00 1.66 1.80 2.000 .000 .00 1 .0 .609 .0844 .0114 .01 1.43 1.35 .79 .013 .00 .00 PIPE 1129.237 1152.757 1.499 1154.256 21.40 8.47 1.11 1155.37 .00 1.66 1.73 2.000 .000 .00 1 .0 .381 .0844 .0102 .00 1.50 1.24 .79 .013 .00 .00 PIPE 1129.619 1152.789 1.572 1154.361 21.40 8.08 1.01 1155.37 .00 1.66 1.64 2.000 .000 .00 1 .0 .131 .0844 .0092 .00 1.57 1.12 .79 .013 .00 .00 PIPE 1129.750 1152.800 1.655 1154.455 21.40 7.70 .92 1155.38 .00 1.66 1.51 2.000 .000 .00 1 .0 JUNCT STR .0121 .0180 .15 1.66 1.00 .013 .00 .00 PIPE 1138.000 1152.900 1.569 1154.469 17.30 9.79 1.49 1155.96 .00 1.44 .00 1.500 .000 .00 1 .0 61.420 .0181 .0271 1.67 1.57 .00 1.50 .013 .00 .00 PIPE 1199.420 1154.010 2.125 1156.135 17.30 9.79 1.49 1157.62 .00 1.44 .00 1.500 .000 .00 1 .0 JUNCT SIR .0250 .0244 .10 2.13 .00 .013 .00 .00 PIPE 1203.420 1154.110 2.687 1156.797 15.50 8.77 1.19 1157.99 .00 1.42 .00 1.500 .000 .00 1 .0 3.974 .0799 .0218 .09 2.69 .00 .77 .013 .00 .00 PIPE 1207.394 1154.427 2.456 1156.883 15.50 8.77 1.19 1158.08 .00 1.42 .00 1.500 .000 .00 1 .0 HYDRAULIC JUMP 1207.394 1154.927 .888 1155.315 15.50 14.23 3.14 1158.46 .00 1.42 1.47 1.500 .000 .00 1 .0 6.877 .0799 .0473 .33 .89 2.92 .77 .013 .00 .00 PIPE M- M a M M M M_® M M M r M M M M M FILE: REDAl00.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:28:30 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS w�w x.xxwxxx . x.xxww. wwxx.a . 'wInvert w�' •�e .....aa a.+.+ aaaa+ a. a. a. a.• a..... w. wx. wxx. wwww+ wwxw. aa+ w. a+ .a + +a ++w +awaaa...x.xw.wxw +a +a +. a ..xxw. Depth Water Q Vel Val I Energy I Super ICriticallFlow TopIHeight/ Base Wtj INO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTjor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR IType Ch ......... u.......I .................I ...au.aa u. a. .........I.w.ww......+wa.•a..aa ual ++a +. ++a'...u.. u... +al +. +.. a..:... 1214.271 1154.977 .924 1155.901 15.50 13.56 2.85 1158.75 .00 1.42 1.46 1.500 .000 .00 1 .0 5.799 .0799 .0419 .24 .92 2.70 .77 .013 .00 .00 PIPE 1220.070 1155.440 .963 1156.403 15.50 12.93 2.59 1159.00 .04 1.42 1.44 1.500 .000 .00 1 .0 32.537 .0429 .0374 1.22 1.00 2.49 .94 .013 .00 .00 PIPE 1252.607 1156.836 1.000 1157.836 15.50 12.38 2.38 1160.22 .03 1.92 1.41 1.500 .000 .00 1 .0 18.346 .0429 .0335 .61 1.03 2.32 .94 .013 .00 .00 PIPE 1270.953 1157.629 1.093 1158.667 15.50 11.81 2.16 1160.83 .03 1.42 1.38 1.500 .000 .00 1 .0 11.381 .0429 .0298 .34 1.07 2.13 .94 .013 .00 .00 PIPE 1282.334 1158.112 1.091 1159.203 15.50 11.26 1.97 1161.17 .03 1.42 1.34 1.500 .000 .00 1 .0 7.876 .0429 .0267 .21 1.12 1.95 .94 .013 .00 .00 PIPE 1290.210 1150.450 1.142 1159.592 15.50 10.73 1.79 1161.38 .00 1.92 1.28 1.500 .000 .00 1 .0 3.548 .0472 .0243 .09 1.14 1.78 .91 .013 .00 .00 PIPE 1293.758 1158.617 1.184 1159.801 15.50 10.35 1.66 1161.47 .00 1.92 1.22 1.500 .000 .00 1 .0 3.552 .0472 .0223 .08 1.18 1.65 .91 .013 .00 .00 PIPE 1297.309 1158.785 1.247 1160.032 15.50 9.87 1.51 1161.55 .00 1.42 1.12 1.500 .000 .00 1 .0 2.450 .0472 .0204 .05 1.25 1.47 .91 .013 .00 .00 PIPE 1299.760 1158.900 1.319 1160.219 15.50 9.41 1.38 1161.60 .00 1.42 .98 1.500 .000 .00 1 .0 1.051 .0472 .0192 .02 1.32 1.28 .91 .013 .00 .00 PIPE FILE: REDAl00.WSW W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS M M M M M M M PAGE Date:10 -23 -2006 Time:30:28:10 5 ! !Invert x�w «�w w�! Depth Water Q Vel Vel Energy I Super ICriticallFlow ToPIHeight/ Base Wtj No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ♦ wff fffff1ff11f« iCh Slope I iff llR«f f. I I Iff. ..11ffl.lf.wfwfRlfflf.lf...f..f I SF Aver HF 11f «.lflf.fll.ffflfMlMf1R1 ISE DpthIFroude NINorm Dp «If 4RIfl1f....If..IfM1fIM I "N" I X -Fall ZR IType RR1ff.. Ch 1300.810 1158.950 1.416 1160.366 15.50 8.97 1.25 1161.62 .00 1.42 .69 1.500 .000 .00 1 .0 JUNCT SIR .0286 1.42 1.00 .013 .00 .00 PIPE 1304.310 1159.050 .843 1159.893 12.80 12.52 2.43 1162.33 .00 1.34 1.49 1.500 .000 .00 1 .0 5.695 .0499 .0397 .23 .84 2.66 .79 .013 .00 .00 PIPE 1310.005 1159.339 .852 1160.186 12.80 12.35 2.37 1162.56 .00 1.34 1.99 1.500 .000 .00 1 .0 13.749 .0499 .0367 .51 .85 2.61 .79 .013 .00 .00 PIPE 1323.754 1160.021 .886 I 1160.907 72.80 11.78 I 2.15 1163.06 .00 1.34 I 1.48 I 1.500 I .000 .00 I 1 .0 9.163 -I- -I- .0499 -I- -I- -I- -I- -I- .0325 -I- .30 -I- .89 -I- 2.42 -I- .79 -I- .013 -I- .00 .00 1- PIPE 1332.917 1160.978 .922 1161.401 12.80 11.23 1.96 1163.36 I .00 1.34 1.46 1.500 .000 .00 1 .0 6.616 .0499 .0288 .19 .92 2.24 .79 .013 .00 .00 PIPE 1339.535 1160.809 .960 1161.769 12.80 10.71 1.78 1163.55 .00 1.34 1.99 1.500 .000 .00 1 .0 4.952 .0499 .0255 .13 .96 2.07 .79 .013 .00 .00 PIPE 1344.487 1161.056 1.001 1162.057 12.80 10.21 1.62 1163.68 .00 1.34 I 1.41 1.500 I .000 .00 I 1 .0 3.788 .0499 .0227 .09 1.00 1.91 .79 .013 .00 .00 PIPE 1395.276 1161.245 1.045 1162.290 12.80 9.73 1.47 1163.76 .00 1.34 1.38 1.500 .000 .00 1 .0 2.923 .0499 .0203 .06 1.05 1.76 .79 .013 .00 .00 PIPE 1351.199 1161.391 1.092 1162.463 12.80 9.28 1.34 1163.82 .00 1.34 1.33 1.500 .000 .00 1 .0 2.188 .0499 .0181 .04 1.09 1.61 .79 .013 .00 .00 PIPE � M IM M M M M ® M M M M M M M _ M M FILE: REDA100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 6 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:28:10 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS + +#.RfRf f f ffR#f........ 1 Invert #.. . #Rw + #.R #Ra iYYa # f #1R Depth Water Q iaa .a# #wiaaaYf ff x #w Vel Vel I lffwfff Energy w f #R#R #.f #x #RaR #w1R1f 11.11 Rf I Super Critical Flow ToplHeight #R #w...a.a aa. +a +a /lBase Wtl #afa w .... +ai No Wth Station Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL Prs /Pip L /Elem #f if4aaa.Ya..af.....xR.f ICh Slope I I ## 1111# R11RfYfR# I if+# I 4fa# a# Y#1 SF Avel lwlfRfwlRlhfhfwfaf HF ISE DpthjFroude iflfif111fY NINOrm Up #f #wlf wfR I "N" #R1#R. I X -Fall # #iw #h #41111 ZR IType Ch f11R #f# 1353.387 1161.501 1.144 1162.645 12.80 8.65 1.22 1163.86 .00 1.34 1.28 1.500 .000 .00 1 .0 1.593 .0499 .0163 .03 1.14 1.46 .79 .013 .00 .00 PIPE 1354.979 1161.580 1.201 1162.781 12.80 8.44 1.11 1163.89 .00 1.39 1.20 1.500 .000 .00 1 .0 1.010 .0499 .0148 .01 1.20 1.32 .79 .013 .00 .00 PIPE 1355.989 1161.630 1.266 1162.897 12.80 8.04 1.00 1163.90 .00 1.34 1.09 1.500 .000 .00 1 .0 .391 .0499 .0136 .02 1.27 1.17 .79 .013 .00 .00 PIPE 1356.380 1161.650 1.344 1162.999 12.80 7.66 .91 1163.91 .00 1.34 .92 1.500 .000 .00 1 .0 JUNCT STR .0250 .0076 .03 1.34 1.00 .013 .00 .00 PIPE 1360.380 1161.750 2.347 1169.097 4.70 2.66 .11 1164.21 .00 .83 .00 1.500 .000 .00 1 .0 10.650 .0507 .0020 .02 2.35 .00 .45 .013 .00 .00 PIPE 1371.030 1162.290 1.828 1164.119 4.70 2.66 .11 1164.23 .00 .83 .00 1.500 .000 .00 1 .0 7.050 .0500 .0020 .01 .00 .00 .46 .013 .00 .00 PIPE 1378.000 1162.642 1.500 1164.142 4.70 2.66 .11 1164.25 1.50 .83 .00 1.500 .000 .00 1 .0 1.956 .0500 .0018 .00 1.50 .00 .46 .013 .00 .00 PIPE 1380.036 1162.740 1.398 1164.138 9.70 2.74 .12 1164.25 .01 .83 .76 1.500 .000 .00 1 .0 HYDRAULIC JUMP 1380.036 1162.740 .462 1163.203 4.70 10.16 1.60 1164.80 .20 .83 1.39 1.500 .000 .00 1 .0 10.026 .0500 .0447 .45 .66 3.10 .46 .013 .00 .00 PIPE M M® w M M M IM M_ M M M IM M ® IIIIIIIIIIIIIIIIIIIN = FILE: REDAl00.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 7 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:28:10 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS •�f *�f Invert Depth Water 0 Vel Vel I Energy I Super jCriticaljFlow TOpIHeight /lBase Wtl INo Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPra /Pip L /Elem fYff f.f. flff. ICh Slope I f. f.. fl. 11f+. 4+.. f.. f.. llff+ lf. w. wlfwlf if .Ilf.f..ff.lf.lf+ff..f..flf.flf SF Avel HF ISE DpthIFroude NINorm lwf Dp lflff..lf I "N" .f.f lfflf...f..I..f.« I X -Fall ZR IType Ch .fw...« 1390.062 f 1163.241 .474 1163.715 4.70 9.79 1.49 1165.20 .18 .83 1.39 1.500 .000 .00 1 .0 11.578 .0500 .0398 .46 .66 2.94 .46 .013 .00 .00 PIPE 1401.640 1163.820 .491 1164.311 4.70 9.33 1.35 1165.66 .00 .83 1.41 11500 .000 .00 1 .0 4.433 .0499 .0359 .16 .49 2.75 .46 .013 .00 .00 PIPE 1406.073 1164.041 .501 1164.542 4.70 9.09 1.28 1165.82 .00 .83 1.41 1.500 .000 .00 1 .0 5.690 .0499 .0324 .18 .50 2.65 .46 .013 .00 .00 PIPE 1411.764 1164.325 .518 1164.843 4.70 8.66 1.17 1166.01 .00 .83 1.43 1.500 .000 .00 1 .0 4.044 .0499 .0284 .11 .52 2.48 .46 .013 .00 .00 PIPE 1415.807 1164.526 .537 1165.064 4.70 8.26 1.06 1166.12 .00 .83 1.44 1.500 .000 .00 1 .0 3.094 .0499 .0249 .08 .54 2.31 .46 .013 .00 .00 PIPE 1418.901 1169.681 .556 1165.237 4.70 7.88 .96 1166.20 .00 .83 1.95 1.500 .000 .00 1 .0 2.408 .0499 .0218 .05 .56 2.16 .46 .013 .00 .00 PIPE 1421.309 1164.801 .576 1165.377 4.70 7.51 .88 1166.25 .00 .83 1.46 1.500 .000 .00 1 .0 1.907 .0499 .0191 .04 .58 2.02 .46 .013 .00 .00 PIPE 1423.216 1164.896 .597 1165.993 4.70 7.16 .80 1166.29 .00 .83 1.47 1.500 .000 .00 1 .0 1.523 .0499 .0168 .03 .60 1.89 .46 .013 .00 .00 PIPE 1424.739 1164.972 .619 1165.591 9.70 6.83 .72 1166.31 .00 .83 1.98 1.500 .000 .00 1 0 1.247 .0499 .0147 .02 .62 1.76 .46 .013 .00 .00 PIPE M M M M M M M _ M M ! M FILE: REDAl00.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 8 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10- 23-2006 Time:10:28:10 04049R ARTISAN REDRAWN PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS Invert I Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTIor I.D.I ZL IPrs /Pip L /Elem ♦f Y, Y# YY« ICh Slope I#«. w« wwf wlf« I I wwwf w« I, I wwf, w.f. If# I faY*#* w1#«* w* a# I# SF Avel YYYff YIYYY##,f HF Y. ISE DpthlFroude IYY## YaYI## NINOrm aaaf a« Dp I #Y #a. #YYIY I "N" #f,.fwl,wwwwwwl I X -Fall) ZR # #.f. IType Ch If. #a #a. 1925.985 1165.034 .641 1165.675 4.70 6.51 .66 1166.33 .00 .83 1.48 1.500 .000 .00 1 .0 .970 .0499 .0129 .01 .64 1.64 .46 .013 .00 .00 I_ PIPE 1426.955 1165.082 .665 1165.797 4.70 6.21 I .60 1166.35 .00 .83 1.49 1.500 .000 .00 1 .0 .755 .0499 .0114 .01 .67 1.53 .46 .013 .00 .00 I_ PIPE 1427.710 1165.120 .690 I 1165.810 9.70 5.92 .59 1166.35 I .00 .83 I 1.50 1.500 I .000 .00 1 .0 JUNCT SIR .0250 .0354 .14 .69 1.43 .013 .00 .00 I_ PIPE 1431.710 1165.220 .363 1165.583 3.30 10.01 1.56 1167.19 I .00 .69 1.28 1.500 .000 .00 1 .0 26.940 .0608 .0585 1.58 .36 3.48 .36 .013 .00 .00 I_ PIPE 1458.650 1166.857 .367 1167.224 3.30 9.83 1.50 1168.72 .00 .69 1.29 1.500 .000 .00 1 .0 16.830 .0608 .0534 .90 .37 3.40 .36 .013 .00 .00 I_ PIPE 1975.480 1167.880 .380 1168.260 3.30 9.37 1.36 1169.62 .16 .69 1.30 1.500 .000 .00 1 .0 4.406 .0605 .0484 .21 .54 3.18 .36 .013 .00 .00 I_ PIPE 1479.886 1168.147 .386 I 1168.533 I 3.30 9.17 1.31 1169.04 .15 I .69 1.31 1.500 .000 .00 1 .0 6.378 .0605 .0440 .28 .54 3.09 .36 .013 .00 .00 PIPE 1986.264 1168.533 I .399 1168.932 3.30 8.74 I 1.19 1170.12 I .14 .69 I 1.33 1.500 .000 .00 i 1 .0 4.253 .0605 .0385 .16 .54 2.89 .36 .013 .00 .00 I_ PIPE 1490.517 1168.790 .413 1169.203 3.30 8.34 I 1.08 1170.28 .13 .69 1.39 1.500 .000 .00 1 .0 3.128 .0605 .0336 .11 .54 2.70 .36 .013 .00 .00 I_ PIPE IM M ®= IM M M® e! M M M! IM M M M M IM IM FILE: REDA100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 9 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:28:10 04049R ARTISAN REDRAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS ...................... w..............:... ..........................:.w.0 u.wu.w.....0 w......ww..........0 u.......0 a ........ Invert Depth Water Q Vel Vel I Energy I Super CriticalIFlow ToplHeight /lBase Wtj No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I SF Aver HF ISE DpthIFroude NINOrm Up I "N" I X -Fall ZR IType Ch 1493.645 1168.980 .427 1169.407 3.30 7.95 .98 1170.39 .12 .69 1.35 1.500 .000 .00 1 .0 2.386 .0605 .0294 .07 .55 2.53 .36 .013 .00 .00 PIPE 1496.031 1169.124 .442 1169.566 3.30 7.58 .89 1170.46 .11 .69 1.37 1.500 .000 .00 1 .0 1.900 .0605 .0258 .05 .55 2.37 .36 .013 .00 .00 PIPE 1497.931 1169.239 .457 1169.696 3.30 7.23 .81 1170.51 .10 .69 1.38 1.500 .000 .00 1 .0 1.499 .0605 .0226 .03 .56 2.21 .36 .013 .00 .00 PIPE 1499.430 1169.330 .474 1169.809 3.30 6.89 .74 1170.54 .00 .69 1.39 1.500 .000 .00 1 .0 .785 .0611 .0202 .02 .47 2.07 .36 .013 .00 .00 PIPE 1500.215 1169.378 .484 1169.862 3.30 6.68 .69 1170.56 .00 .69 1.40 1.500 .000 .00 1 .0 1.072 .0611 .0182 .02 .48 1.99 .36 .013 .00 .00 PIPE 1501.287 1169.443 .501 1169.945 3.30 6.37 .63 1170.58 .00 .69 1.41 1.500 .000 .00 1 .0 .870 .0611 .0159 .01 .50 1.86 .36 .013 .00 .00 PIPE 1502.157 1169.997 .519 1170.016 3.30 6.08 .57 1170.59 .00 .69 1.43 1.500 .000 .00 1 .0 .723 .0611 .0139 .01 .52 1.74 .36 .013 .00 .00 PIPE 1502.880 1169.541 .537 1170.078 3.30 5.79 .52 1170.60 .00 .69 1.44 1.500 .000 .00 1 .0 .560 .0611 .0122 .01 .54 1.62 .36 .013 .00 .00 PIPE 1503.440 1169.575 .557 1170.132 3.30 5.52 .47 1170.61 .00 .69 1.45 1.500 .000 .00 1 .0 .458 .0611 .0107 .00 .56 1.52 .36 .013 .00 .00 PIPE M M M i IIIIIIIIIIIIIN ! M M M ! MM M ® IM M FILE: REDA100.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 30 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:28:10 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS f. f. uf.f.... f.... a.........x..fw...�.....ww.xxwx u.. u ..... ...........a..f.lwfww.wf....w.. ww. :.fw.x..x..a.f a.u.u...aaa: xx. uf.. Invert Depth Water Q Vel Vel I Energy I Super ICriticalIFlow ToPIHeight/ Base Wtj ENO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTIor I.D. ZL jPrs /Pip L /Elem ♦lf f.. lfff....f.f ICh Slope f.... I I w... I...f..... I If.. f...f I al. f.f ifflllff SF Avel f ••f..1....ww HF ISE DpthIFroude +fw.f...f..lf.lf.af NINOrm Up I "N" .f......f...........ww. I X -Fall ZR IType Ch I.wf.f.. 1503.897 1169.603 .577 1170.160 3.30 5.27 .43 1170.61 .00 .69 1.46 1.500 .000 .00 1 .0 .351 .0611 .0094 .00 .58 1.42 .36 .013 .00 .00 PIPE 1504.249 1169.625 .598 1170.223 3.30 5.02 .39 1170.61 .00 .69 1.47 1.500 .000 .00 1 .0 .276 .0611 .0083 .00 .60 1.32 .36 .013 .00 .00 PIPE 1504.525 1169.641 .619 1170.260 3.30 4.79 .36 1170.62 .00 .69 1.48 1.500 .000 .00 1 .0 .174 .0611 .0072 .00 .62 1.24 .36 .013 .00 .00 PIPE 1509.698 1169.652 .692 1170.299 3.30 9.56 .32 1170.62 .00 .69 1.48 1.500 .000 .00 1 .0 .099 .0611 .0064 .00 .64 1.15 .36 .013 .00 .00 PIPE 1504.797 1169.658 .666 1170.324 3.30 4.35 .29 1170.62 .00 .69 1.49 1.500 .000 .00 1 .0 .033 .0611 .0056 .00 .67 1.08 .36 .013 .00 .00 PIPE 1504.830 1169.660 .692 1170.352 3.30 4.14 .27 1170.62 .00 .69 1.50 1.500 .000 .00 1 .0 1 1 t 1 REDLATAI.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS T3 SO 1002.0001152 900 1 1154.470 R 1031.3801154.520 1 .013 SH 1031.3801154.520 1 000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q .500 0 Page 1 0 000 000 0 M IM IM ® M M M IM M M M M IIIIIIIIIIIIIIIIIIN M M M M IM M FILE: REDLATAI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1.21: 6 04049R ARTISAN REDHAWK PA13 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS aaa.,..,a,. a.«++. a+ a. aa. aa. a. a...,, a.+.++ a.+. aa. a. a...,.. a. a.. a. a.. aa. a. aa. a. a... a.. aa.. a., ....a,a...a......... + «.+....,., ,...+... Invert Depth Water Q Vel Vel I Energy I Super Critical Flow ToplHeight /lBase Wtj ENO Wth Station Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL lPrs /Pip L /Elem ICh Slope I I SF Avel HF ISE DpthlFroude NINOrm Dp I -N-- I X -Fall ZR IType Ch ...+«. a«,. aa+.. aaa.,a......,. a..+«. a. uaa .a.a.....a.....a.aaaa....y..a.. aaaa.. a ..........,�.... + «« ............ ...a.a. 1002.000 1152 900 1.570 1154.470 .50 .28 .00 1154 47 .00 .26 .00 1.500 .000 .00 1 .0 1.269 .0551 .0000 .00 1.57 .00 .15 .013 .00 .00 PIPE 1003 269 1152.970 1.500 1154.970 .50 .28 .00 1154.47 .00 .26 .00 1.500 .000 .00 1 .0 2.518 .0551 .0000 .00 1.50 .00 .15 .013 .00 .00 PIPE 1005.7871 1153.109 1.360 1159.469 .50 .30 .00 1154.47 .00 .26 .87 1.500 .000 .00 1 .0 1.449 .0551 .0000 .00 1.36 .04 .15 .013 .00 .00 PIPE 1007.2361 1153 189 1.280 1159.469 .50 .31 .00 1154.47 .00 .26 1.06 1.500 .000 .00 1 .0 1.213 0551 .0000 .00 1.28 .04 .15 .013 .00 00 PIPE 1008.449 1153.255 1.213 1159.969 .50 .33 .00 1159.47 .00 .26 1.18 1.500 .000 00 1 .0 1.049 .0551 .0000 .00 1.21 .05 .15 .013 .00 .00 PIPE 1009.498 1153 313 1.155 1159.469 .50 .34 .00 1159.97 .00 .26 1.26 1.500 .000 00 1 0 .958 .0551 .0000 .00 1.16 .06 .15 .013 .00 .00 PIPE 1010.456 1153.366 1 102 1154.468 .50 .36 .00 1154.47 .00 .26 1.32 1.500 .000 .00 1 .0 .867 .0551 .0000 .00 1.10 .06 .15 .013 .00 .00 PIPE 1011.324 1153.414 1.054 1154.468 .50 .38 .00 1159.47 .00 .26 1.37 1.500 .000 .00 1 .0 .794 .0551 .0000 .00 1.05 .07 .15 .013 .00 .00 PIPE 1012.1181 1153.458 1.010 1154.468 .50 .39 .00 1154.47 .00 .26 1.41 1.500 .000 .00 1 .0 .758 0551 .0000 .00 1.01 .07 .15 .013 .00 .00 PIPE IM ! M M M M M_ M M! M M M M!® M M FILE: REDLATAI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date 10-23-2006 Time. 1:21: 6 040498 ARTISAN REDHAWK PA13 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS {Invert ka x +r + Depth Water Q Vel Val I Energy I Super ICriticallFlow ToplHeight /Inase WtI NO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINOrm Dp I "N" I X -Fa11I ZR IType Ch 1012.876 1153.500 968 1154 468 50 .41 .00 1154 47 .00 .26 1.44 1.500 .000 .00 1 .0 .703 .0551 .0000 .00 .97 .08 15 .013 .00 I .00 PIPE I 1013.579 1153.538 I .929 I I 1154.468 .50 I .43 I .00 1154.47 I .00 I .26 I 1.46 I 1.500 I 000 .00 1 .0 .648 .0551 .0000 .00 .93 .09 .15 .013 .00 I .00 PIPE I 1014.227 I 1153.574 I .893 I I 1154.467 .50 I .46 I .00 1154.47 I .00 I .26 I 1.47 I 1.500 I .000 .00 1 0 .630 0551 .0001 .00 .89 .09 .15 .013 .00 .00 PIPE 1019 857 1153.609 .858 1154.967 .50 .48 .00 1159.47 .00 .26 1.48 1.500 .000 .00 1 I_ .0 .575 .0551 .0001 .00 .86 .10 .15 .013 .00 .00 PIPE 1015.931 1153.641 .826 1154.467 .50 .50 .00 1154.47 .00 .26 1.49 1.500 000 .00 1 .0 .556 0551 .0001 .00 .83 .11 .15 013 .00 00 PIPE 1015.987 1153.671 .795 1154.466 .50 .53 .00 1154.47 .00 .26 1.50 1.500 .000 00 1 .0 .537 .0551 .0001 .00 .80 .12 .15 .013 00 .00 PIPE 1016.524 1153.701 .765 1154.466 .50 .55 .00 1154.47 .00 .26 1.50 1.500 .000 .00 1 .0 .500 .0551 .0001 .00 .77 .12 .15 .013 .00 .00 PIPE 1017 024 1153.729 737 1154.466 .50 .58 .01 1154 47 .00 .26 1.50 1.500 .000 .00 1 .0 .481 .0551 .0001 .00 .74 .13 .15 .013 .00 .00 PIPE 1017.505 1153.755 .710 1154.465 .50 .61 .01 1154.47 .00 .26 1.50 1.500 000 .00 1 .0 .462 .0551 .0001 .00 .71 .14 .15 .013 00 .00 PIPE w w w �w w w w w® w w w® w ■� ■w w w sa FILE: REDLATAI WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1.21: 6 04049R ARTISAN REDHAWK PA13 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS ........,... a,. aar+...... aaa. ...,...r.......a....... +..aa•aa aaaaaaru..+ aaaaaaraau. r...: r+ .. +.a +. +.aaraarrr,.a.a +a ++. +. +a ra +a ar.. Invert Depth Water Q Vel Vel I Energy I Super iCriticallFlow ToplHeight /lBase WtI ENO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth 1 Width IDia. -FTIor I.D ZL lPrs /Pip L /Elem Ch Slope SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall) ZR tiype Ch 1017.967 1153.781 .684 1154.465 50 .64 .01 1154.47 .00 .26 1.49 1.500 .000 .00 1 .0 425 0551 .0001 .00 .68 .15 .15 .013 .00 00 PIPE 1018.3921 1153 804 .660 1154.464 .50 .67 .01 1154.47 .00 .26 1.49 1.500 000 .00 1 .0 .424 .0551 .0002 .00 .66 .17 .15 .013 .00 .00 PIPE 1018.816 1153.827 .636 1154.463 .50 .70 .01 1154.47 .00 .26 1.48 1.500 000 .00 1 .0 .386 .0551 .0002 .00 .64 .18 .15 .013 .00 .00 PIPE 1019 203 1153.849 .614 1154 463 .50 .73 .01 1154.47 .00 .26 1.48 1.500 .000 00 1 .0 .385 .0551 .0002 .00 .61 .19 .15 013 00 .00 PIPE 1019.588 1153.870 .592 1154.462 50 .77 .01 1154.47 .00 .26 1.47 1.500 000 .00 1 .0 .347 .0551 .0002 .00 .59 .20 .15 .013 .00 00 PIPE 1019.935 1153.889 .572 1159.461 .50 .81 .01 1154.47 .00 .26 1.46 1 500 .000 .00 1 .0 .346 .0551 .0003 .00 .57 .22 15 013 00 .00 PIPE 1020.281 1153.908 .552 1154 460 .50 .85 .01 1154.47 .00 .26 1.45 1.500 .000 00 1 .0 .326 .0551 .0003 .00 .55 .23 .15 .013 00 .00 PIPE 1020.607 1153 926 .533 1154 459 .50 .89 .01 1154.47 .00 .26 1.44 1.500 .000 00 1 .0 .324 .0551 .0003 .00 .53 .25 .15 .013 .00 .00 PIPE 1020.932 1153.944 .514 1154.458 .50 .93 .01 1154.47 .00 .26 1.42 1.500 .000 .00 1 .0 .286 .0551 .0004 .00 .51 .27 .15 .013 .00 .00 PIPE ®- IIIM as ® o M o O � ® ® ® � _ _ ® M M M FILE: REDLATAI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10- 23-2006 Time: 1.21: 6 04049R ARTISAN REDHAWK PA13 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl INo Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.l Elev I Depth I Width Dia. -FTlor I.D.1 ZL 1Prs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINOrm Dp I "N" I X -Fa111 ZR IType Ch 1021.217 1153.960 497 1154.457 .50 .98 .01 1154.47 .00 .26 1.41 1 500 .000 .00 1 .0 2841 .0551 .0004 .00 .50 .29 .15 .013 I .00 I 00 PIPE I 1021.5011 1153.975 I I 480 1154.455 I I 50 1.02 I .02 1154.47 I .00 I I .26 1.40 I 1.500 .000 .00 1 .0 .2631 .0551 .0005 .00 .48 .31 .15 013 .00 .00 PIPE 1021.7641 1153.990 .464 1154.454 .50 1.07 .02 1154.47 .00 .26 1 39 1.500 .000 00 1 .0 .260 .0551 .0006 .00 .46 .33 .15 .013 00 .00 PIPE 1022.024 1154.004 .448 1154.452 .50 1.13 .02 1154.47 .00 .26 1.37 1.500 000 .00 1 .0 .239 .0551 .0006 .00 .45 .35 .15 .013 .00 00 PIPE 1022.263 1154 017 .433 1154.450 .50 1.18 .02 1154.47 .00 .26 1.36 1.500 .000 .00 I- 1 .0 1- -I- 236 -I- 0551 -I- -I- -I- -I- -I- .0007 -I- .00 -I- .43 -I- .37 .15 -I- -I- .013 .00 .00 PIPE 1022 499 1154.030 .418 1154.448 .50 1.24 .02 1154.47 .00 .26 1.35 1.500 .000 .00 1 .0 .107 .0551 .0008 .00 .42 .40 .15 .013 00 .00 PIPE 1022.606 1154.036 .404 1154.440 .50 1.30 .03 1154.47 .00 .26 1.33 1.500 .000 .00 1 .0 HYDRAULIC JUMP 1022.606 1154.036 .154 1154.190 .50 5.23 .42 1154.61 .00 .26 .91 1.500 .000 .00 1 .0 2.037 0551 .0433 .09 .15 2.84 .15 .013 00 .00 PIPE 1024.643 1154.149 .159 1154.308 .50 4.97 .38 1154.69 .00 .26 .92 1.500 .000 .00 1 .0 1.702 .0551 .0376 .06 .16 2.65 .15 .013 .00 .00 PIPE ® ® ® ® � � ® ® ® am � � " Q) � ® ® � FILE: REDLATAI WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1.21: 6 04049R ARTISAN REDHAWK PA13 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS 'Invert a + Depth{ Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /IDase wtI No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia-FTIor . I D I ZL IPrs /Pip L /Elem ...+..... ICh Slope I I....... a+ I.,..,,,. I.,.,,..,. I.,,, w,.. I al...,... SF Avel I,,., a., Ia+.,...., HF ISE DpthlFroude I.+.. a. al...,. NINarm a.. Dp I.,..,..,I.,.,.,.I.,..,.,I.,... I "N" I X -Fa11I ZR IType I.,..,.. Ch 1026 345 I I 1154.242 .164 I I 1154.406 .50 I 4.74 I .35 1154.76 I .00 I .26 I 94 I I 1.500 I 000 .00 I 1 .0 1.151 .0551 .0328 .04 .16 2.49 .15 .013 .00 .00 PIPE 1027 496 1154 306 .170 1154 476 .50 4.52 .32 1154.79 .00 .26 .95 1.500 .000 .DO 1 I_ .0 899 0551 .0286 .03 .17 2.33 .15 .013 .00 .00 PIPE I 1028 395 I 1154.355 I .175 I I 1154.531 .50 I 4.31 I .29 1154.82 I .00 I .26 I .96 I I 1.500 I .000 .00 1 .0 670 0551 .0250 .02 .18 2.19 15 .013 .00 00 PIPE 1029 065 1154 392 .181 1154.573 .50 4.11 .26 1154.84 .00 .26 98 1.500 000 .00 1 .0 535 0551 .0218 01 .18 2.05 .15 .013 .00 00 I_ PIPE 1029 599 1154 922 .187 1154.609 .50 3.92 .24 1154.85 .00 .26 .99 1.500 .000 .00 1 .0 .433 .0551 .0190 .01 .19 1.92 .15 .013 .00 .00 PIPE 1030 033 1154 446 193 1154.639 50 3.73 .22 1154.86 .00 .26 1.00 1.500 .000 .00 1 0 329 0551 .0166 .01 .19 1.80 .15 .013 I .00 I .00 PIPE I 1030.362 I 1154.464 I .200 I I 1154.664 .50 I 3.56 I .20 1154.86 I .00 I .26 I 102 . I 1.500 .000 .00 1 .0 .268 .0551 .0145 .00 .20 1.69 .15 .013 .00 00 PIPE 1030.630 I 1154.479 I .207 I I 1154.686 .50 I 3.40 I .18 1154.66 I .00 I .26 I 1.03 I I 1.500 I .000 .00 I 1 .0 .242 0551 .0127 .00 .21 1.59 .15 .013 .00 .00 PIPE 1030.872 1154.492 .213 1154.705 .50 3.24 .16 1154.87 .00 .26 1.05 1.500 .000 .00 1 .0 .154 I_ .0551 .0111 .00 .21 1.49 .15 .013 .00 .00 I_ PIPE INIM an an FILE: REDLATAI.WSW M ® Q+ ® " W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING 04049R ARTISAN REDHAWK PA13 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS IiiiM Q O Q.- ®. PAGE 6 Date:10 -23 -2006 Time: 1:21: 6 fYfff{. ffYf{xRxRff11111R1RRR1ff111ff1f 1R111111f {fRf.lf4f..if Yif llRf{.f4f..Yf 11f 11f.tf.f11.1f. ff{f1.tf...Yflflflf xf.f.fY.1f !{11.11. Invert Depth Water Q Vel Val Energy 1 Super ICriticallFlow ToplHeight/ Base Wtj INo Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL lPrs /Pip L /Elem lCh Slope I SF Avel HF ISE DpthIFroude NINorm DP I "N" I X -Fall ZR IType Ch f........ 1.. 1x1 ..1.1xx..l.flf.fl..1......u.Yf Y.. la. �1 1.... ffl1 .1.1...1f.f:fll..l.1.•I.�.1l..1 I.f .. :.l..l.....1.f. 1....1.1 1031.026 1154.500 221 1154.722 .50 3.09 .15 1154.87 .00 .26 1.06 1.500 .000 .00 1 .0 .142 .0551 .0097 .00 .22 1.39 .15 .013 .00 00 PIPE 1031.168 1154 508 .228 1154.736 .50 2.94 .13 1154.87 .00 .26 1.08 1.500 .000 00 1 .0 .090 .0551 .0084 .00 .23 1.31 .15 .013 .00 00 PIPE 1031.258 1154.513 .236 1154.749 50 2.81 .12 1154.87 .00 .26 1.09 1.500 .000 00 1 0 .086 0551 .0074 00 .24 1.22 .15 .013 00 .00 PIPE 1031.344 1154.518 .243 1154.761 .50 2.68 .11 1154.87 .00 .26 1.11 1.500 .000 .00 1 .0 023 0551 .0064 .00 .24 1.15 .15 .013 .00 .00 PIPE 1031 367 1154.519 .252 1154.771 .50 2.55 .10 1154.87 .00 .26 1.12 1.500 .000 .00 1 .0 .013 .0551 0056 .00 .25 1.08 .15 .013 .00 .00 PIPE 1031.380 1154.520 .262 1154.782 .50 2.42 .09 1154.87 .00 26 1.14 1.500 .000 .00 1 .0 r IM I I D J I e I I I Page 1 0 000 .000 0 REDLATA2.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "A -2" Q -100 HYDRAULICS ANALYSIS T3 SO 1002.0001152.900 1 1154.470 R 1016.0401155.410 1 .013 SH 1016.0401155.410 1 000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 3.600 .0 I I D J I e I I I Page 1 0 000 .000 0 M M M 0. M® M d '!.J M M Imo. = Q Q M® d d FILE REDLATA2.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1:21:16 04049R ARTISAN REDHAWK PA13 LATERAL "A -2" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel Energy I Super ICriticallFlow ToplHeight /IEase WtI No Wth Station I Elev (FT) Elev (CPS) (FPS) Head Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch 1002.000 1152.900 1.570 1154.470 3.60 2 04 .06 1159.53 .00 .72 .00 1.500 000 .00 1 0 I_ 394 .1788 .0012 .00 1.57 .00 .29 .013 .00 .00 PIPE 1002.3941 1152.970 1.500 1159.470 3.60 2.04 .06 1154.53 .00 .72 .00 1.500 .000 .00 1 .0 _ .481 .1788 .0011 .00 1.50 .00 .29 .013 .00 .00 PIPE 1002 874 1153 056 1.411 1154.467 3.60 2.09 .07 1154.53 .00 .72 71 1.500 .000 .00 1 .0 HYDRAULIC JUMP 1002.874 1153.056 .335 1153.391 3.60 12.22 2.32 1155.71 .00 .72 1.25 1.500 .000 .00 1 .0 2 152 .1788 .0914 .20 .34 4.43 29 .013 00 .00 PIPE I I I I I I I I I I I I I 1005 027 1153.441 .347 1153.788 3.60 11.61 2.09 1155.88 .00 .72 1.27 1.500 000 .00 1 .0 1.795 .1788 .0795 .14 .35 4.13 .29 .013 .00 .00 PIPE I I I I I I I I I I I I I 1006.821 1153.762 .359 1154.121 3.60 11.07 1.90 1156.02 .00 .72 1.28 1.500 .000 .00 1 .0 1_ 1 472 .1788 .0695 .10 .36 3.87 .29 .013 .00 .00 PIPE 1008.2941 1154.0251 .371 1154.396 3 60 10.55 1.73 1156.13 .00 .72 1.29 1.500 .000 .00 1 .0 I_ 1.222 .1786 .0608 .07 .37 3.62 .29 .013 00 .00 PIPE 1009.516 1154.244 .384 1159.628 3.60 10.06 1.57 1156.20 .00 .72 1.31 1.500 000 .00 1 .0 I_ 1.034 .1788 .0531 .05 .38 3.39 .29 .013 .00 .00 PIPE I I I I I I I I I 1010.5501 1154.4291 .397 1154.8261 3.60 9.59 1.43 1156.26 .00 .72 1.32 1.500 .000 .00 1 .0 I_ .876 .1788 .0465 .04 .40 3.18 .29 .013 .00 .00 PIPE FILE: REDLATA2.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number- 1686 WATER SURFACE PROFILE LISTING Date:30 -23 -2006 Time: 1.21:16 040498 ARTISAN REDHAWK PA13 LATERAL "A -2" Q -100 HYDRAULICS ANALYSIS .... w.... w.:..... aw.. w.« w...... a.+ ................+.+,....+. w+ .wr «w.r...,., +.«. + +.+ww......,. ,,..,..,.... +w +wwww.... + + + ++. „++ +.+. Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow TopIHerght /Base Wtj ENO Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem iCh Slope I I SF Avel HF ISE DpthlFroude NINOrm Up I "N" I X -Fall ZR IType Ch 1011.426 1154 585 411 1154.996 3.60 9.15 1.30 1156.30 00 .72 1.39 1.5OO 000 .00 1 .0 754 .1788 .0407 .03 41 2.97 .29 .013 .00 .00 PIPE 1012.180 1154.720 925 1155.145 3 60 8.72 1.18 1156.33 .00 72 1.35 1.500 .000 00 1 .0 645 1788 .0356 .02 .43 2.78 .29 .013 00 .00 PIPE 1012.825 1154.835 .490 1155.275 3.60 8.32 1.07 1156.35 .00 .72 1.37 1.500 .000 .00 1 .0 .560 .1788 .0312 .02 .44 2.60 .29 .013 .00 00 PIPE 1013.385 1154.935 .455 1155.391 3.60 7.93 .98 1156.37 .00 .72 1.38 1.500 .000 .00 1 .0 .480 .1788 .0273 .01 .46 2.44 .29 .013 .00 .00 PIPE 1013 865 1155.021 .971 1155.492 3.60 7.56 .89 1156.38 .00 .72 1.39 1.500 .000 .00 1 .D .411 .1788 .0239 .01 .47 2.28 .29 .013 00 .00 PIPE 1014.276 1155.095 .988 1155.583 3.60 7.21 .81 1156.39 .OD .72 1.41 1.500 .000 .00 1 .0 .357 .1788 .0209 .01 49 2 13 .29 .013 .00 .00 PIPE 1014.633 1155.159 .505 1155.664 3.60 6.87 .73 1156.40 .00 .72 1.42 1.500 .000 .00 1 .0 .303 .1788 .0183 .01 .51 1.99 .29 .013 .00 .00 PIPE 1014.937 1155.213 .523 1155.736 3.60 6.55 .67 1156.40 .00 .72 1.93 1.500 .000 .00 1 .0 .256 .1788 .0161 .00 .52 1 86 .29 .013 .00 .00 PIPE 1015 193 1155.259 .542 1155.801 3.60 6.25 .61 1156.41 .00 .72 1.44 1.500 .000 .00 1 0 .219 .1788 .0141 .00 .54 1.74 .29 .013 .00 .00 PIPE FILE: REDLATA2 WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1:21:16 04049R ARTISAN REDHAWK PA13 LATERAL "A -2" Q -100 HYDRAULICS ANALYSIS ff ##k* *Y # rt rt# #rtii# 4 #Y4 #Y #�# iInvert *�* if4} + #}+f # # * #i YYMi# YMi. i# YiiYii}##} 44f #4f # +f #.#44fiii #YYiiii}iY # #rt} #rtii *#t }f4 +4}#rtf4 +4 * #rti}+ x #f#44+ Depth Water Q Val Val I Energy I Super ICriticallFlow ToplHeight/ Ease Wtj No Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I D.I ZL lPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DPthjFroude NINOrm Dp I "N" I X -Fa11I ZR IType Ch #. # # +i #.Yiiiirtiiii#rt #iY +Yi YY iii} + +YYi i#+ fYY##+ iiirr}# Yxf}++}###+. i+ iYY# x. fxff# f #f#. +## +ii }.+fx +.x#Yix #x+.. +.+ fxf+f.. 1015 412 1155 298 561 1155.859 3.60 5.96 .55 1156 41 .00 .72 1 45 1.500 .000 .00 1 .0 .175 .1788 .0124 .00 .56 1.63 .29 .013 .00 .00 PIPE 1015.587 1155.329 582 1155.911 3.60 5.68 .50 1156.41 .00 .72 1.46 1.500 .000 00 1 .0 146 .1788 .0109 .00 .58 1.52 .29 .013 .00 .00 PIPE 1015.733 1155.355 .603 1155.958 3.60 5.42 .46 1156 41 .00 .72 1.47 1.500 .000 00 1 .0 .115 .1788 .0095 .00 .60 1.42 .29 013 .00 00 PIPE 1015.847 1155.376 .625 1156.001 3.60 5.16 .41 1156.41 .00 .72 1.48 1.500 .000 .00 1 .0 .086 .1788 .0084 .00 .63 1.33 .29 013 .00 00 PIPE 1015.933 1155.391 648 1156.039 3.60 4.92 .38 1156.42 .00 .72 1.49 1.500 .000 .00 1 .0 060 .1788 .0073 .00 .65 1.24 .29 .013 .00 .00 PIPE 1015 993 1155.402 .672 1156.074 3.60 4.69 .34 1156.42 .00 .72 1.49 1.500 000 .00 1 .0 .035 .1788 .0065 .00 .67 1.15 .29 .013 .00 .00 PIPE 1016.028 1155.408 .697 1156.105 3.60 4.48 .31 1156.42 .00 .72 1.50 1 500 .000 .00 1 .0 012 .1788 .0057 .00 .70 1.08 .29 .013 .00 .00 PIPE 1016.040 _I_ 1155.410 -I- .729 -I- 1156.134 -I- 3.60 4.26 -I- _I_ .2B -I- 1156.42 -I- .00 _I_ 72 -I- 1.50 1.500 _I_ -I- .000 _I .00 1 .0 _ D D D D 0 D a r� D D 0 D D D REDLATA3.WSW T1 04049R ARTISAN REDHAWX PA13 T2 LATERAL "A -3" Q -100 HYDRAULICS ANALYSIS T3 SO 1001.7501162.120 1 1164.260 R 1031.1101162.710 1 013 SH 1031.1101162.710 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q .300 0 Page 1 rl 000 .000 0 M® M d M M M M M e e M e® M e e M r FILE: REDLATA3.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1:21:25 040498 ARTISAN REDHAWK PA13 LATERAL "A -3" Q -100 HYDRAULICS ANALYSIS +.4..fff #.rti.4# 4. ah.++#++ Riirtifi.} hii.# kaa4+ Y4Yh# Y... fh.} 4Y+ 4+. 4}#++++ 4+#+.+## a## Y# iiiYiiYiY .Y#.iirt.},R,.a.+lY #Yirtii },4. +4.+ i Invert a ## Depth Water Q Vel Val I Energy I Super iCriticallFlow ToplHeight /lBase WtI INo Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR iType Ch 1001.750 1162 120 2.140 1164.260 .30 .17 .00 1164 26 .00 .20 .00 1.500 .000 .00 1 .0 29.360 0201 .0000 .00 2.14 .00 .15 .013 .00 .00 PIPE 1 1031.110 1162.710 1.550 1164 260 .30 17 .00 1164.26 .00 .20 .00 1.500 .000 .00 1 0 0 Y a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 Page 1 REDLATA4.WSW T1 04049R ARTISAN REDHAWK PA13 0 T2 LATERAL "A -4" Q -100 HYDRAULICS ANALYSIS T3 SO 1001 7501161.750 1 1164.100 R 1015.2401162.020 1 .013 .000 .000 0 JX 1019.2401162.120 1 1 .013 .300 1162.120 -45.0 .000 R 1069.0401163.120 1 .013 .000 .000 0 SH 1069.0401163 120 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 9.000 .0 Page 1 FILE: REDLATA4.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time. 1: 1: 9 04049R ARTISAN REDHAWK PA13 LATERAL "A -4" Q -100 HYDRAULICS ANALYSIS Invert �+ Depth +�+ Water `�+ Q x� Vel Vel aI• EnergyxI Super iCriticallFlow ToplHeight /lBase Wtl No Wth Station Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /E1em ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Falb ZR IType Ch ....,.a a .... +...,..,,. +., u. +.++u l+ .. r...... a++,+.+. ax..,,.. +a...,....+ +�..a....... , +. +a...... +,I..,,.,,�.,.,. ...+. +« 1001.750 1161.750 2.350 1164.100 8.30 4.70 .34 1164.44 .00 1.12 .00 1.500 .000 .00 1 .0 13 490 .0200 .0062 .08 2.35 .00 .80 .013 .00 00 PIPE 1015.240 1162.020 2 169 1164.184 8.30 4.70 39 1169.53 .00 1.12 .00 1.500 .000 .00 1 .0 JUNCT STR 0250 .0060 .02 2.16 00 .013 00 .00 PIPE 1019.240 1162.120 2.136 1164.256 8.00 4.53 .32 1164.57 .00 1.10 .00 1.500 .000 .00 1 .0 44 558 .0201 .0057 .26 2.14 .00 .78 013 00 .00 PIPE 1063.798 1163.015 1.500 1169.515 8.00 4.53 .32 1164.83 .00 1.10 00 1.500 .000 00 1 0 5.242 0201 .0053 .03 1.50 .00 .78 .013 .00 .00 PIPE 1069.040 1163.120 1 404 1164.524 8.00 4.65 34 1164.86 .00 1 10 .73 1.500 .000 .00 1 .0 -I- _I_ _I_ _I_ -I- _I_ -I- _I_ _ _ _I_ _I_ -I- _I_ I_ 0 a D 1 REDLATA5.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "A -5" Q -100 HYDRAULICS ANALYSIS T3 SO 1001.7501165.220 1 1165.580 R 1024.0601165.670 1 .013 SH 1024.0601165.670 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q .700 .0 Page 1 7 000 .000 0 M ® ® ® ® ® M w M ® ® M ® ® M M ® d FILE: REDLATA5.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1:45. 2 04049R ARTISAN REDHAWK PA13 LATERAL "A -5" Q -100 HYDRAULICS ANALYSIS .....a ............. ....+ +. a roar. +. Y�' . +oar.. '�, . aa+..+ a.+ a.+ a. aaa....+ aa+ a+ a+ a+ as ....a +a +a. +.a+....r +........a. +a ...a.. +a +....+ Invert Depth{ Water Q Vel Val I Energy I Super jCriticallFlow ToplHeight /IBase WtI INC Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem .,.,...:, lCh Slope I..,... ..,I...,...,�.........I,... I +..+ aka....., SF Avel I....... �+.+..... HF ala,..... ISE DpthlFroude NINOrm I. a,..,++ I,..,..,.�.,..,.,I,...,.,I..,., Dp I "N" I R -Fa11I ZR IType I +..,. Ch +. 1001 750 1165.220 .221 1165.441 .70 4.32 .29 1165.73 .00 31 1.06 1.500 .000 00 1 .0 1 375 .0202 .0199 .03 .22 1.95 .22 013 00 .00 PIPE 1003 125 1165 248 .222 1165.470 .70 4.28 .28 1165.75 .00 .31 1.07 1.500 000 .00 1 .0 10.917 .0202 .0184 20 .22 1.93 .22 .013 .00 I 00 PIPE I 1014 043 1165 468 I I .229 1165.697 I I .70 4.08 I .26 1165.96 I .00 I .31 I 1.08 I 1.500 I .000 00 1 .0 3.8151 .0202 .0161 .06 .23 1.81 .22 013 I .00 I I 00 PIPE I 1017.858 1165.545 I I .237 1165 782 I I .70 3.89 I .24 1166.02 I .00 I .31 I 1.09 1.500 .000 00 1 .0 2.195 0202 .0141 .03 24 1.69 .22 .013 .00 I .00 PIPE I 1020.052 I 1165.589 I I 245 . 1165834 . I I .70 371 . I .21 1166.05 I .00 I 31 . I 1.11 I . 1500 I .000 .00 1 .0 1.452 .0202 .0123 02 .25 1.59 .22 013 I .00 I I 00 PIPE I 1021.504 I 1165.619 I .253 I 1165 872 I I .70 3.54 I .19 1166.07 I .00 I .31 I 1.12 1 500 .000 .00 1 .0 .920 .0202 .0107 .01 .25 1.49 .22 013 .00 00 PIPE 1022.424 1165.637 .262 1165.899 .70 3.38 .18 1166.08 .00 .31 1.14 1.500 .000 .00 1 .0 .656 .0202 .0094 .01 .26 1.39 .22 .013 .00 .00 PIPE 1023.080 1165.650 .271 1165.921 .70 3.22 .16 1166.08 .00 .31 1.15 1.500 .000 .00 1 .( 469 .0202 .0082 .00 .27 1.31 .22 .013 .00 .00 PIPE 1023.549 1165.660 .280 1165.940 .70 3.07 .15 1166.09 .00 .31 1.17 1.500 .000 .00 1 .( .329 .0202 .0072 .00 .28 1.22 .22 .013 .00 .00 PIPE ® ® M 0 M M IM M IM d M M ® ® am MMMM FILE: REDLATAS.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date 10-23-2006 Time: 1:45: 2 04049R ARTISAN REDHAWK PA13 LATERAL "A -S" Q -100 HYDRAULICS ANALYSIS rarrarra a.aaaa.a+ +.a. +.. . ++w+rwx + + + +rw . ww+ a+ ww+ a+ a.+ aa++. a.++ r+ rrr +ww +arrrw+r+w+ww +aa..waa +a. +. +aaa +rrrr +aa.ar . +. +a+ +� Invert Depth + Water r rr Q + " Vel Vel Energy I Super ICriticallFlow ToplHeight/ Base Wtj No Wth Station I Elev (FT) Elev (CFS) (FPS) Head Grd.El I Elev I Depth I Width Dia. -FTjor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR IType Ch aa+.+++.+ .wr.xxw +ra.aa +aaa.aa.a+a.a.w+.w wrw+w.w +ww++ +a.a+aw +. + +.a.a+ aaa.+ aaa.+ a +aaraar +rarrrrrr..a.a.a...aaar rr +.a.a 1023.878 1165.666 .289 1165.955 .70 2 93 .13 1166.09 .00 .31 1.18 1.500 .000 .00 1 0 149 .0202 .0062 .00 .29 1.15 .22 013 .00 .00 PIPE 1029.0281 1165.669 .299 1165.969 .70 2.79 .12 1166.09 .00 .31 1.20 1.500 .000 00 1 0 .032 .0202 .0054 .00 .30 1.07 .22 013 00 .00 PIPE 1024.060 1165.670 .311 1165.981 70 2.65 .11 1166.09 .00 .31 1.22 1.500 .000 DO 1 .0 1 REDLATA6.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "A -6" Q -100 HYDRAULICS ANALYSIS T3 SO 1001.7501165.220 1 1165.580 R 1014.3001167.180 1 .013 SH 1014.3001167.180 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q .800 .0 Page 1 0 000 .000 0 ® ® a ® ® ® ® ® M ® !! ® ! M FILE: REDLATA6 WSW W S P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING 04049R ARTISAN REDHAWK PA13 LATERAL "A -6" Q -100 HYDRAULICS ANALYSIS PAGE 1 Date:10 -23 -2006 Time: 1:45:12 Invert Depth Water Q Vel Vel Energy I Super ICriticalIFlow ToplHeight /lBase Wtj ENO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINOrm Up I "N" I X -Fall ZR IType Ch 1001.750 1165.220 .150 1165 370 80 8.74 1.19 1166.56 .00 .33 .90 1.500 .000 .00 1 .0 .859 .1562 .1328 .11 .15 4.83 .14 .013 .00 .00 PIPE 1002 609 1165.359 150 1165.504 .80 8.65 1 16 1166.67 .00 .33 .90 1.500 .000 .00 1 .0 2.974 1562 .1224 .36 .15 4.76 .14 .013 .00 00 PIPE 1005.583 1165.819 .155 1165.974 .80 8.25 1.06 1167.03 .00 .33 .91 1 500 .000 00 1 0 1.841 .1562 .1067 .20 16 4.46 .14 .013 .00 .00 PIPE 1007.424 1166.106 .160 1166.266 .80 7.86 .96 1167.23 .00 .33 .93 1.500 .000 .00 1 .0 1.304 .1562 .0931 .12 .16 4.18 .14 .013 .00 00 PIPE 1008 727 1166 310 .165 1166 475 80 7.50 .87 1167.35 .00 .33 .94 1.500 .000 00 1 .0 .979 .1562 .0812 .08 .17 3.92 14 .013 00 .00 PIPE 1009.706 1166.463 .171 1166.634 .80 7.15 .79 1167.93 .00 .33 .95 1.500 .000 .00 1 .0 .777 .1562 .0710 .06 .17 3.68 .14 .013 .00 .00 PIPE 1010.482 1166.584 177 1166.761 .80 6.82 .72 1167.48 .00 .33 .97 1.500 000 .00 1 .0 .633 .1562 .0620 .04 .18 3.45 14 .013 .00 .00 PIPE 1011.115 1166.683 .183 1166.866 .80 6.50 .66 1167.52 .00 .33 .98 1.500 .000 .00 1 .0 .525 .1562 .0541 .03 .18 3.23 .14 .013 .00 .00 PIPE 1011.641 1166.765 .189 1166.954 .80 6.20 .60 1167.55 .00 .33 1.00 1.500 000 .00 1 .0 .442 .1562 .0472 .02 .19 3.03 .14 .013 .00 .00 PIPE M 0 M M a d M d M M M IM M O Q M M d M FILE. REDLATA6.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date 10-23-2006 Time: 1:45:12 04049R ARTISAN REDHAWK PA13 LATERAL 'A -6" Q -100 HYDRAULICS ANALYSIS +�# #�# #�# Invert Depth Water Q Vel Vel I Energy I Super CriticallFlow TopiHeight/ Base Wtj No Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.E1.I Elev I Depth I Width Dia. -FTjor I.D.I ZL lPrs /Pip L /Elem ICh Slope I SF Avel HF ISE DpthIProude NINOrm Dp I "N° X -Fall] ZR IType Ch 1012.083 1166.834 .195 1167.029 .80 5.91 .54 1167.57 .00 .33 1.01 1.500 .000 .00 1 .0 376 .1562 .0412 02 .20 2.84 14 .013 .00 00 PIPE 1012.459 1166 893 201 1167.094 .80 5.63 .49 1167.59 .00 33 1.02 1.500 .000 .00 1 .0 .3141 .1562 .0359 .01 .20 2.66 .14 .013 .00 00 PIPE 1012.774 1166.942 .208 1167 150 .80 5.37 .45 1167.60 .00 .33 1.04 1 500 .000 .00 1 .0 270 1562 .0314 .01 .21 2.50 14 .013 .00 .00 PIPE 1013.044 1166.984 .215 1167.199 80 5.12 .41 1167.61 .00 .33 1.05 1.500 .000 .00 1 .0 .233 .1562 .0274 .01 .22 2.34 .14 013 .00 .00 PIPE 1013.277 1167.020 .222 1167.242 .80 4.88 .37 1167.61 .00 .33 1.07 1.500 .000 00 1 .0 .194 .1562 .0239 .00 .22 2.19 .14 .013 .00 00 PIPE 1013.471 1167.051 230 1167 281 .80 4.66 .34 1167.62 .00 .33 1.08 1.500 000 .00 1 .0 .174 .1562 .0209 00 .23 2.06 .14 .013 00 .00 PIPE 1013.645 1167.078 .237 1167.315 .80 4.44 .31 1167 62 .00 .33 1.09 1.500 000 00 1 .0 .144 .1562 .0182 .00 .24 1.93 .14 .013 .00 00 PIPE 1013.789 1167.100 .245 1167.345 .80 4.23 .28 1167.62 .00 .33 1.11 1.500 .000 .00 1 C .116 .1562 .0159 .00 .25 1.81 .14 .013 .00 .00 PIPE 1013.905 1167.118 .259 1167.373 .80 4.04 .25 1167.63 .00 .33 1.13 1.500 .000 .00 1 .105 1562 .0139 .00 .25 1.69 .14 .013 .00 .00 PIPE M 0 M M M M M M Q 0 d M d M M M M M M FILE REDLATA6.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date 10-23-2006 Time: 1 45:12 04049R ARTISAN REDHAWK PA13 LATERAL "A -6" Q -100 HYDRAULICS ANALYSIS *�# + rt YI* Invert Depth �+ Water Q Vel Vel Energy I Super ICriticallFlow ToplHeight /lBase Wtl INo Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTjor I D I ZL IPrs /Pip L /Elem f+ # #fM + *iY+4 ICh Slope #4+++ ++ I +fffffR +Yff+ +fff ff Rf MlYfl iiiif#1 SF Avel 4MiM* R*+ HF +Y+4+f+++4+++++4+++ ISE DpthIFroude NjNcrm #Yi #i #Y #!i Dp #f I PN11 lfR+f +f+ I X -Fall ++ # #f*Rf ZR +f+ IType Ch +k # +Yf* 1014.010 1167.135 .262 1167.397 .80 3.85 .23 1167.63 .00 .33 1.14 1 500 .000 00 1 .0 .083 .1562 .0121 .00 .26 1 59 .14 .013 .00 .00 PIPE 1014 093 1167.198 .271 1167.419 .80 3.67 .21 1167.63 .00 .33 1.15 1 500 .000 .00 1 .0 069 1562 .0106 .00 .27 1.49 .14 013 00 00 PIPE 1014 162 1167 159 .280 1167.439 .80 3.50 .19 1167.63 .00 .33 1 17 1.500 .000 .00 1 0 049 .1562 .0093 .00 .28 1.39 14 013 00 .00 PIPE 1014 2111 1167.1661 .2901 1167.456 .80 3.33 .17 1167.63 .00 .33 1.18 1.500 .000 .00 1 0 .045 .1562 0081 .00 .29 1.31 .14 013 .00 00 PIPE 1014 256 1167.173 .299 1167.472 .80 3.18 .16 1167 63 .00 .33 1.20 1 500 .000 00 1 .0 022 1562 .0071 .00 .30 1.22 .14 .013 .00 00 PIPE 1014.278 1167.177 .310 1167 987 80 3.03 .14 1167.63 .00 .33 1 21 1.500 .000 .00 1 .0 .020 1562 .0062 .00 .31 1.15 .14 .013 .00 00 PIPE 1014 298 1167.180 .320 1167.500 .80 2.89 .13 1167.63 .00 .33 1.23 1.500 .000 .00 1 .0 002 1562 .0054 .00 .32 1.07 .14 .013 .00 00 PIPE 1014.300 1167.180 .333 1167.513 .80 2.74 .12 1167.63 .00 .33 1.25 1.500 000 00 1 .0 D D D r D D e D a D r REDLATA7.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "A -7" Q -100 HYDRAULICS ANALYSIS T3 SD 1001.7501154.110 1 1156.800 R 1017.6901154.430 1 .013 SH 1017.6901154 430 1 .000 CD 1 4 1 .000 1.500 .000 000 .000 .00 Q 1.800 .0 Page 1 0 000 .000 0 FILE: REDLATA7 WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1:45:20 04049R ARTISAN REDHAWK PA13 LATERAL "A -7" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/ Base WtI ENO Wth Station I Elev (FT) Elev (CPS( (FPS) Head I Grd.El.j Elev I Depth I Width Dia. -FTjor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I SF Avel HF SSE DpthlFroude NINOrm Dp I "N" I X -Fall ZR IType Ch 1001 750 1154.110 2.690 1156.800 1.80 1.02 .02 1156.82 .00 .50 00 1.500 .000 .00 1 .0 15.940 .0201 0003 .00 2.69 .00 .35 .013 .00 .00 PIPE 1 1017 690 1154.430 2.375 1156.805 1 80 1.02 .02 1156.82 .00 .50 .00 1.500 .000 00 1 .0 1 REDLATA8.WSW T1 04049R ARTISAN RED14AWK PA13 T2 LATERAL "A -8" Q -100 HYDRAULICS ANALYSIS T3 SO 1001.7501159.050 1 1159.890 R 1019.9101162.460 1 .013 SH 1019.9101162.460 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 2.700 .0 Page 1 0 000 000 0 M ® ® ® ® ® m ® MM ® e M M ® ® M M M FILE REDLATA8.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date 10 -23 -2006 Time. 1:45:29 04049R ARTISAN REDHAWK PA13 LATERAL "A -8" Q -100 HYDRAULICS ANALYSIS {� +Invert a .a «I^ Depth Water Q Val Vel Energy I Super ICriticallFlow ToplHeight /lBase Wtj INO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width Dia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINOrm Dp I °N" I X -Fall ZR IType Ch 1001.750 I I 1159 050 I .267 1159.316 I 2.70 I 12.72 I 2.51 1161.83 I .00 I .62 I 1.15 I 1 500 I I 000 .00 I 1 .0 3.055 1878 .1320 .40 .27 5.21 .25 013 .00 00 PIPE I 1004.805 I I 1159 624 I .273 1159.897 I 2.70 I 12.23 I 2.32 1162.22 I .00 I .62 I 1.16 I 1.500 I I .000 .00 1 .0 2.835 .1878 .1168 .33 .27 4.94 .2S .013 00 .00 PIPE 1007.640 1160 156 .283 1160.439 2.70 11.66 2.11 1162.55 .00 .62 1.17 1.500 .000 .00 1 .0 2 135 1878 .1021 .22 .28 4.63 .25 .013 .00 .00 PIPE 1009.776 1160.557 .292 1160.849 2.70 11.12 1.92 1162.77 .00 .62 1.19 1.500 .000 .00 1 0 1.668 .1878 .0891 .15 .29 4.33 .25 013 .00 00 PIPE I 1011.444 I I 1160.870 I .302 1161.172 I 2.70 I 10.60 I 1.75 1162.92 I .00 I .62 I 1.20 I 1.500 I I .000 .00 1 .0 1 353 .1878 .0779 .11 .30 4.06 .25 .013 .00 .00 PIPE 1012 796 I I 1161.124 I .312 1161.436 I 2.70 I 10.11 I 1.59 1163.02 I .00 I .62 I 1.22 I 1.500 I I .000 .00 I 1 .0 1.113 .1878 .0681 .08 .31 3.80 .25 .013 .00 .00 PIPE 1013.909 I I 1161.333 I .323 1161.656 I 2.70 I 9.64 I 1.44 1163.10 I .00 I .62 I 1.23 I 1.500 I I .000 .00 I 1 .0 .937 .1878 .0595 .06 .32 3.56 .25 .013 .00 .00 PIPE 1014.8461 1161.509 .334 1161.843 2.70 919 . 1.31 1163.15 .00 .62 1.25 1.500 .000 .00 1 .0 .797 .1878 .0520 .04 .33 3.34 .25 .013 .00 .00 PIPE 1015.643 1161.659 .345 1162.004 2.70 8.76 1.19 1163.20 .00 .62 1.26 1.500 .000 .00 1 .0 .677 .1878 .0455 .03 .35 3.13 .25 .013 .00 .00 PIPE MM MM man M MM ® ® MM =M= ® ® M FILE: REDLATAS.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time. 1:45:29 04049R ARTISAN REDHAWK PA13 LATERAL "A -8" Q -100 HYDRAULICS ANALYSIS r +Invert +�+ r�r Depthw �r Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /l£ase Wtj No Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.l Elev I Depth I Width Dia. -FTlor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINOrm Dp I -N" I X -Falb ZR IType Ch 1016.320 1161.786 357 1162.143 2.70 8.35 1.08 1163.23 .00 .62 1 28 1.500 .000 00 1 .0 .584 .1878 .0397 .02 .36 2.93 .25 .013 .00 .00 PIPE 1016.905 1161.896 .369 1162 265 2.70 7.97 .99 1163.25 .00 .62 1 29 1.500 .000 00 1 .0 .500 .1878 .0348 .02 .37 2 74 25 .013 .00 00 PIPE 1017.405 1161.990 .382 1162 372 2.70 7.59 .90 1163.27 .00 .62 1.31 1.500 .000 .00 1 .0 435 1878 .0304 .01 .38 2.57 .25 .013 .00 00 PIPE 1017 840 1162.071 .395 1162.466 2.70 7.24 .81 1163.28 .00 .62 1.32 1.500 .000 .00 1 .0 .372 .1878 .0266 .01 .40 2.40 .25 .013 .00 .00 PIPE 1018.212 1162.141 .409 1162.550 2.70 6.90 .74 1163.29 .00 .62 1.34 1.500 000 .00 1 .0 .324 .1878 .0233 .01 .41 2.25 .25 .013 .00 00 PIPE 1018.536 1162.202 423 1162.625 2.70 6.58 .67 1163.30 .00 .62 1.35 1.500 .000 .00 1 0 .276 .1878 .0204 .01 .42 2.10 .25 .013 .00 .00 PIPE 1018.812 1162.254 .438 1162.692 2.70 6.28 .61 1163.30 .00 .62 1.36 1.500 000 .00 1 .0 .239 .1878 .0178 .00 .44 1.97 .25 .013 00 .00 PIP£ 1019.051 1162.299 .453 1162.752 2.70 5.98 .56 1163.31 .00 .62 1.38 1.500 .000 .00 1 .0 .201 .1878 .0156 .00 .45 1.84 .25 .013 .00 .00 PIPE 1019.252 1162.336 .469 1162.806 2.70 5.71 .51 1163.31 .00 .62 1 39 1.500 .000 .00 1 0 .166 .1878 .0137 .00 .47 1.72 .25 .013 .00 .00 PIPE M e e M® M M I M ®®® M m Q' ®® a te FILE: REDLATA8.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1666 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1:45:29 04049R ARTISAN REDHAWK PA13 LATERAL "A -8" Q -100 HYDRAULICS ANALYSIS .................. ,� ...... +. +....... a..+ a. a.... aa. a+. aa+ a.+............ a.+ a.+ a.+.++. +a +........... +a.......a..a.... ..... .r...+ Invert Depthh �` Water Q Vel Vel 1 Energy 1 Super 1CriticallFlow TcplHeight /[Base Wtl NO Wth Station Elev (FT) Elev (CPS) 1 (FPS) Head 1 Grd.E1.1 Elev 1 Depth 1 Width Dia. -FT1or I.D 1 ZL 1Prs /Pip L /Elem .,..,. ,..1,........1,.,...,,1........ 1Ch Slope 1 1 .1.........1.......1.......1... 1 SF Ave[ HF 1SE a.....r....... DpthlFroude N1Norm +a+ +. +. 1........1....,.,1,......1,,... Dp 1 "N" 1 X -Fall ZR [Type Ch 1.a..... 1019 418 I 1162 366 I I I .486 1162.854 I 2 70 I 5.44 .46 I 1163.31 I .00 I .62 1.40 I I 1.500 I .000 00 I 1 .0 141 1878 .0120 .00 .49 1.61 .25 013 I .00 I .00 PIPE I 1019.559 I 1162.394 I I I .503 1162.897 I 2.70 I 5.19 .42 I 1163.32 I .00 I .62 1.42 I 1.500 .000 .00 1 .0 .1131 .1878 .0105 .00 .50 1.51 .25 013 I .00 I .00 PIPE I 1019 672 I 1162 415 I I I 521 1162.936 I 2.70 I 495 .38 . I 1163.32 I .00 I 62 . 1.43 I 1.500 .000 .00 1 .0 093 1878 .0092 .00 .52 1_ 1.41 .25 .013 I 00 I .00 PIPE I 1019.764 I 1162.433 I I I .539 1162.972 I 2.70 I 4.72 .35 I 1163.32 I 00 I .62 1.44 I 1.500 .000 .00 1 .0 .063 .1878 0081 .00 .54 1.32 .25 .013 .00 I .00 PIPE I 1019.827 I 1162.444 I I I .559 1163 004 I 2.70 I 4.50 .31 I 1163.32 I .00 I .62 1.45 I I 1.500 .000 00 1 .0 .047 .1878 .0071 .00 56 1.23 .25 .013 .00 I I .00 PIPE I 1019.875 I 1162.453 I I i .579 1163.032 I 2.70 I 4.29 .29 I 1163.32 I .00 I .62 1.46 I 1.500 .000 .00 1 .0 .027 .1878 .0062 .00 .58 1.15 .25 .013 .00 .00 PIPE 1019 902 1162.458 .600 1163.059 2.70 4.09 .26 1163.32 .00 .62 1.47 I 1.500 .000 .00 1 .0 .008 .1878 .0054 .00 .60 1.07 .25 .013 .00 I I .00 PIPE I 1019.910 _1_ I 1162.460 _1_ I I I .623 1163.083 _1_ _1_ I 2.70 _1_ I 3.89 .23 _1_ _1_ I 1163.32 _1_ I .00 _1_ .62 _1_ I 1.48 -1- I 1.500 _1_ 000 _I_ .00 1 .0 1- e 0 0 A REDSIO.WSW T1 04049R ARTISAN REDHAWR PA13 0 T2 LINE "B" Q -10 HYDRAULICS ANALYSIS T3 SO 1003.5001148.600 1 1156.600 R 1016.5201150.500 1 .013 .000 .000 0 JX 1020.5201150.600 1 .013 R 1044.5701163.300 1 .013 .000 - 37.500 0 JX 1052.8201153.400 2 2 2.013 .300 2.1001153.4001153.400 45.0 -45.0 .000 R 1109.7701155.680 2 .013 - 36.256 .000 0 R 1189.7601158.882 2 .013 .000 .000 0 UX 1193.7601158.980 2 2 .013 2.200 1158.980 90 0 .000 R 1255.2901160.630 2 .013 .000 .000 0 JX 1259.2901160.730 2 2 .013 2.200 1160.730 -90.0 .000 R 1283.1201161.210 2 .013 60 682 .000 0 SH 1283.1201161.210 2 .000 CD 1 4 1 .000 2.000 .000 000 .000 .00 CD 2 4 1 000 1.500 .000 .000 .000 .00 Q .700 .0 Page 1 r no so M on 1a WO 00 I= M 00 M d FILE: REDB10.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:49:10 04049R ARTISAN REDHAWK PA13 LINE "B" Q -10 HYDRAULICS ANALYSIS . a.... w.. ww#.# RwR1s.... u#..#... u.......+ R+.+ x} R+ wf.f}fff f. lwa...#}. Yf f. lfa..#......# af... .........wx}R #....f..... }. #. #.. ...RR... Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /Base Wtj ENO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FTlor I.D. ZL jPrs /Pip L /Elem .f*1wwwRwfwRwlf ICh Slope I ifl. iff. Y##4## I Y4# Ya YRRRw* I wRwRRww## Rw# SF Avel R1R1wRwR* HF wR} a# w# ISE DpthlFroude wRwwRwRwf NINorm wf wRfRwR Dp #wwwRwRww#.x I "N" I X -Fa11I #aY # #Y.YYfwR ZR IType Ch wlwRwwR 1003.500 1148.600 8.000 1156.600 7.50 2.39 .09 1156.69 .00 .97 .00 2.000 .000 .00 1 .0 13.020 .1459 .0011 .01 8.00 .00 .40 .013 .00 .00 PIPE 1016.520 1150.500 6.114 1156.619 7.50 2.39 .09 1156.70 .00 .97 .00 2.000 .000 .00 1 .0 JUNCT STR .0250 .0011 .00 6.11 .00 .013 .00 .00 PIPE 1020.520 1150.600 6.019 1156.619 7.50 2.39 .09 1156.71 .00 .97 .00 2.000 .000 .00 1 .0 6.780 .5281 .0011 .01 6.02 .00 .29 .013 .00 .00 I_ PIPE 1027.300 1159.180 2.455 1156.635 7.50 2.39 .09 1156.72 .00 .97 .00 2.000 .000 .00 1 .0 HYDRAULIC JUMP 1027.300 1154.180 .334 1154.514 7.50 21.72 7.33 1161.84 .00 .97 1.49 2.000 .000 .00 1 .0 .318 .5281 .2978 .09 .33 7.96 .29 .013 .00 .00 PIPE 1027.618 1154.348 .334 1154.682 7.50 21.68 7.30 1161.98 .00 .97 1.49 2.000 .000 .00 1 .0 2.612 .5281 .2782 .73 .33 7.94 .29 .013 .00 .00 PIPE 1030.230 1155.728 .345 1156.073 7.50 20.68 6.64 1162.71 .00 .97 1.51 2.000 .000 .00 1 .0 2.075 .5281 .2430 .50 .35 7.44 .29 .013 .00 .00 PIPE 1032.305 1156.823 .357 1157.180 7.50 19.71 6.03 1163.21 .00 .97 1.53 2.000 .000 .00 1 .0 1.699 .5281 .2123 .36 .36 6.97 .29 .013 .00 .00 PIPE 1034.004 1157.721 .369 1158.090 7.50 18.80 5.49 1163.58 .00 .97 1.55 2.000 .000 .00 1 .0 1.420 .5281 .1854 .26 .37 6.53 .29 .013 .00 .00 PIPE FILE: REDBIO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:49:10 04049R ARTISAN REDHAWK PA13 LINE "B" Q -10 HYDRAULICS ANALYSIS +.. +.+.. +.wwaaa. . a.. +aa + ....aaa . a.x.a.x .xxxx.w...xxx a...a.. . •...w w xx.x..xx..xx.....x.w.x +w x....x.xxaa... . x..... Invert Depth Water Q Val Val I Energy I Super lCriticallFlow ToplHeight /IBase WtI NO Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ...........+...... ICh Slope I I aa++..., a.. a« x.. ,..xx..,....,.,x..,.,..xxx,xx., I SF Avel HF ISE sal..., DpthIFroude a..., NINOrm xx .x.,..xx.,xax..a.a..,.....xxx.x Dp I "N" I X -Fall) ZR IType Ch ,a.a... 1035.425 1158.471 .381 1158.852 7.50 17.92 9.99 1163.84 .00 .97 1.57 2.000 .000 .00 1 .0 1.203 .5281 .1619 .19 .38 6.12 .29 .013 .00 .00 PIPE 1036.627 I 1159.106 I I .394 1159.500 I 7.50 I 17.09 I 4.53 I 1164.03 .00 I I .97 1.59 I 2.000 I 1 .000 .00 I 1 .0 1.030 .5281 .1416 .15 .39 5.73 .29 .013 .00 .00 I_ PIPE 1037.658 1159.650 .408 1160.058 7.50 16.29 4.12 1164.18 .00 .97 1.61 2.000 .000 .00 1 .0 .894 .5281 .1237 .11 .41 5.37 .29 .013 .00 .00 I_ PIPE 1038.552 1160.122 .921 1160.543 7.50 15.53 3.75 1169.29 .00 .97 1.63 2.000 .000 .00 1 .0 .775 .5281 .1081 .08 .42 5.03 .29 .013 .00 .00 PIPE 1039.327 1160.532 .436 1160.968 7.50 14.81 3.41 1164.37 .00 .97 1.65 2.000 .000 .00 1 .0 .680 .5281 .0945 .06 .44 4.71 .29 .013 .00 .00 I_ PIPE 1040.007 1160.891 .451 1161.342 7.50 14.12 3.10 1164.44 .00 .97 1.67 2.000 .000 .00 1 .0 .598 .5281 .0826 .05 .45 4.42 .29 .013 .00 .00 PIPE 1040.605 1161.206 .466 1161.672 7.50 13.46 2.82 1164.49 .00 .97 1.69 2.000 .000 .00 1 .0 .526 .5281 .0722 .04 .47 4.13 .29 .013 .00 .00 PIPE 1041.132 1161.484 .982 1161.966 7.50 12.84 2.56 1164.53 .00 .97 1.71 2.000 .000 .00 1 .0 .464 .5281 .0632 .03 .48 3.87 .29 .013 .00 .00 I_ PIPE 1041.595 1161.729 .499 1162.229 7.50 12.24 2.33 1164.56 .00 .97 1.73 2.000 .000 .00 1 .0 .411 .5281 .0553 .02 .50 3.63 .29 .013 .00 .00 PIPE �■�■ �r �s r e r r ■■t o ® � � � r i■� r r r � FILE: REDBIO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:49:30 04049R ARTISAN REDHAWK PA13 LINE "B" Q -10 HYDRAULICS ANALYSIS 111 f1f. ff.lff.........1fff :1x1111ffu}u 1f l..ff u.u.....u..f 1f 111 1f f.f1111f1fR1ff1Rf1f1RUf111f !1!111 }Rfu... uf1:...... ......11 Invert Depth Water Q Val Vel I Energy I Super ICriticall Plow ToplHeight/ Base Wtj ENO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem 1ffl.lflflf.l..f.fRfRx..RffR11 ICh Slope I I I I RRf }fflRfxfllfffllfff if lfRlRR SF Avel }fRfRR1RRfR HF ISE DpthlFroude }R }R44R1f4.f NINOrm }M1 Dp 1.111! 1fRf1Rf I "N° 1f I X -Fall RR1RRRR. ZR }..♦ IType Ch f} }1118 1042.007 1161.947 .516 1162.463 7.50 11.67 2.12 1164.58 .00 .97 1.75 2.000 .000 .00 1 .0 .363 .5281 .0483 .02 .52 3.39 .29 .013 .00 .00 PIPE 1042.370 1162.139 .534 1162.673 7.50 11.13 1.92 1164.60 .00 .97 1.77 2.000 .000 .00 1 .0 .323 .5281 .0423 .01 .53 3.18 .29 .013 .00 .00 PIPE 1042.693 1162.309 .552 1162.861 7.50 10.61 1.75 1164.61 .00 .97 1.79 2.000 .000 .00 1 .0 .285 .5281 .0370 .01 .55 2.97 .29 .013 .00 .00 PIPE 1042.978 1162.459 .571 1163.030 7.50 10.12 1.59 1169.62 .00 .97 1.81 2.000 .000 .00 1 .0 .251 .5281 .0324 .01 .57 2.78 .29 .013 .00 .00 PIPE 1093.229 1162.592 .591 1163.183 7.50 9.65 1.44 1164.63 .00 .97 1.83 2.000 .000 .00 1 .0 .221 .5281 .0283 .01 .59 2.60 .29 .013 .00 .00 PIPE 1043.450 1162.708 .612 1163.321 7.50 9.20 1.31 1164.63 .00 .97 1.84 2.000 .000 .00 1 .0 .196 .5281 .0248 .00 .61 2.44 .29 .013 .00 .00 PIPE 1093.645 1162.812 .633 1163.445 7.50 8.77 1.19 1169.64 .00 .97 1.86 2.000 .000 .00 1 .0 .169 .5281 .0217 .00 .63 2.28 .29 .013 .00 .00 PIPE 1043.814 1162.901 .656 1163.557 7.50 8.36 1.09 1164.64 .00 .97 1.88 2.000 .000 .00 1 .0 .149 .5281 .0190 .00 .66 2.13 .29 .013 .00 .00 PIPE 1043.963 1162.979 .679 1163.659 7.50 7.97 .99 1169.65 .00 .97 1.89 2.000 .000 .00 1 .0 .128 .5281 .0167 .00 .68 1.99 .29 .013 .00 .00 PIPE ei■� I1 " so eo so an e* no IIIIIIIIIIIIIIIIIIS M* M IM FILE: REDBIO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:49:10 04049R ARTISAN REDHAWK PA13 LINE "B" Q -30 HYDRAULICS ANALYSIS x. «.Rx1R .Rf.Y #+ . a..RRR R.Rf1R. w.f # #.# ..a.f.lwlR.ff Y .f 1RxxRRxxR.f.R. R11w1f. fa + # #Y.. +.. #Yaff.RxRx«aaYRxRRxRx. f..f Y. Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase WtI NO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINOrm Dp I "N" I X -Fall ZR IType Ch ...«« RRRRRRRx.. Yf. Y. fYYa## a+ aaf ia# f# wY##+#### YY## aYwf. wlf. fR11RfI .ffhRR.aR1 «RxRf.fRRxRx1RR «MYa YfafYf.RRx #Rxx« Y..f.1f 1044.091 1163.047 .703 1163.750 7.50 7.60 .90 1164.65 .00 .97 1.91 2.000 .000 .00 1 .0 .110 .5281 .0146 .00 .70 1.86 .29 .013 .00 .00 PIPE 1044.201 1163.105 .728 1163.834 7.50 7.25 .82 1164.65 .00 .97 1.92 2.000 .000 .00 1 .0 .093 .5281 .0128 .00 .73 1.74 .29 .013 .00 .00 PIPE 1044.295 1163.155 .754 1163.909 7.50 6.91 .74 1164.65 .00 .97 1.99 2.000 .000 .00 1 .0 I_ .076 .5281 .0112 .00 .75 1.63 .29 .013 .00 .00 PIPE 1049.371 1163.195 .782 1163.977 7.50 6.59 .67 1164.65 .00 .97 1.95 2.000 .000 .00 1 .0 I_ .064 .5281 .0099 .00 .78 1.52 .29 .013 .00 .00 PIPE 1044.435 1163.229 .810 1164.039 7.50 6.28 .61 1164.65 .00 .97 1.96 2.000 .000 .00 1 .0 .049 .5281 .0087 .00 .81 1.42 .29 .013 .00 .00 PIPE 1049.485 1163.255 .840 1164.095 7.50 5.99 .56 1164.65 .00 .97 1.97 2.000 .000 .00 1 .0 .040 .5281 .0076 .00 .84 1.33 .29 .013 .00 .00 PIPE 1044.524 1163.276 .870 1164.146 7.50 5.71 .51 1164.65 .00 .97 1.98 2.000 .000 .00 1 .0 .025 .5281 .0067 .00 .87 1.24 .29 .013 .00 .00 PIPE 1044.549 1163.289 .903 1164.192 7.50 5.44 .46 1164.65 .00 .97 1.99 2.000 .000 .00 1 .0 .017 .5281 .0059 .00 .90 1.15 .29 .013 .00 .00 PIPE 1049.566 1163.298 .936 1164.234 7.50 5.19 .42 1164.65 .00 .97 2.00 2.000 .000 .00 1 .0 I_ .004 .5281 .0052 .00 .94 1.08 .29 .013 .00 .00 PIPE FILE: REDBIO.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:49:30 04049R ARTISAN REDHAWK PA13 LINE "B" Q -10 HYDRAULICS ANALYSIS ...... RRU..:..f. a.. f. Rf.f..f..f u..f...uf..ff..lffwf..wa. #af.aa wf. f..f..f.....f..f..waa..ffawf.wf .ff.f..fRRf.f.w +.RU..f ... +.w.. Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToPIHeight /IBase Wtj INo Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X -Fa11I ZR IType Ch . }.ff.f.ff.afawf .fRf .RRRR. Rlf.Rff..fYwaww. Vila}...# 4## 1R# fRRR #..4aa..R #MRRR }RllflflffR.fI RfR1RRf RRRRR Rl RRRRRRR RRR. #4# 1044.570 1163.300 .973 1164.273 7.50 4.99 .38 1164.65 .00 .97 2.00 2.000 .000 .00 1 .0 I_ JUNCT STIR - 1.2000 .0036 .03 .99 1.00 .013 .00 .00 PIPE 1052.820 1153.400 11.292 1164.692 5.10 2.89 .13 1164.82 .00 .87 .00 1.500 .000 .00 1 .0 56.950 .0400 .0024 .13 .00 .00 .50 .013 .00 .00 PIPE 1109.770 1155.680 9.162 1164.842 5.10 2.89 .13 1164.97 .00 .87 .00 1.500 .000 .00 1 .0 79.990 .0400 .0024 .19 9.16 .00 .50 .013 .00 .00 PIPE 1189.760 1158.682 6.149 1165.031 5.10 2.89 .13 1165.16 .00 .87 .00 1.500 .000 .00' 1 .0 JUNCT STR .0245 .0016 .01 6.15 .00 .013 .00 .00: PIPE 1193.760 1158.980 6.232 1165.212 2.90 1.64 .04 1165.25 .00 .65 .00 1.500 .000 .00 1 .0 61.530 .0268 .0008 .05 6.23 .00 .42 .013 .00 .00 PIPE 1255.290 1160.630 4.629 1165.259 2.90 1.64 .04 1165.30 .00 .65 .00 1.500 .000 .00 1 .0 JUNCT STR .0250 .0004 .00 .00 .00 .013 .00 .00 PIPE 1259.290 1160.730 4.609 1165.339 .70 .40 .00 1165.34 .00 .31 .00 1.500 .000 .00 1 .0 23.830 .0201 .0000 .00 .00 .00 .22 .013 .00 .00 PIPE 1283.120 1161.210 4.131 1165.341 .70 .40 .00 1165.34 .00 .31 .00 1.500 .000 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I_ 1 i 1 1 i 1 1 i 1 1 REDB100 WSW T1 04049R ARTISAN REDHAWK PA13 0 T2 LINE "B" Q-100 HYDRAULICS ANALYSIS T3 SO 1003.5001148.600 1 1156.600 R 1016.5201150.500 1 .013 .000 000 0 JX 1020.5201150.600 1 .013 R 1044.5701163.300 1 .013 .000 - 37.500 0 JX 1052.8201153.400 2 2 2.013 .400 3.4001153 4001153.400 45.0 -45.0 .000 R 1109.7701155.680 2 .013 - 36.256 .000 0 R 1189.7601158.882 2 .013 000 .000 0 JX 1193.7601158.980 2 2 .013 3.300 1158.980 90.0 .000 R 1255.2901160.630 2 .013 .000 .000 0 SX 1259.2901160.730 2 2 013 3.900 1160.730 -90 0 .000 R 1283.1201161.210 2 .013 60.682 .000 0 SH 1283.1201161 210 2 .000 CD 1 4 1 .000 2.000 .000 .000 .000 00 CD 2 4 1 .000 1.500 .000 .000 .000 .00 Q 1.000 .0 Page 1 FILE: REDB100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:30 -23 -2006 Time:10:50:32 04049R ARTISAN REDRAWK PA13 LINE "B" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Val I Energy I Super ICriticallFlow ToplHeight /Base Wtj ENO Wth Station I Elev (FT) Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem ........ a. ICh Slope I a .............. x..........,......... I I a...........,..,......... SF Avel HF ISE DpthIFroude w.. NINOrm x.. u...�........xx.x..x.xxxx.x,u.. Dp I "N" I X -Fall ZR IType Ch ,..,.,. 1003.500 1148.600 8.000 1156.600 12.00 3.82 .23 1156.83 .00 1.24 .00 2.000 .000 .00 1 .0 13.020 .1459 .0028 .04 8.00 .00 .50 .013 .00 .00 PIPE 1016.520 1150.500 6.137 1156.637 12.00 3.82 .23 1156.86 .00 1.24 .00 2.000 .000 .00 1 .0 JUNCT STR .0250 .0028 .01 6.14 .00 .013 .00 .00 PIPE 1020.520 1150.600 6.048 1156.648 12.00 3.82 .23 1156.87 .00 1.24 .00 2.000 .000 .00 1 .0 5.086 .5281 .0028 .01 6.05 .00 .37 .013 .00 .00 PIPE 1025.606 1153.286 3.393 1156.679 12.00 3.82 .23 1156.91 .00 1.24 .00 2.000 .000 .00 1 .0 HYDRAULIC JUMP 1025.606 1153.286 .434 1153.720 12.00 23.86 8.84 1162.56 .00 1.24 1.65 2.000 .000 .00 1 .0 1.235 .5281 .2545 .31 .43 7.61 .37 .013 .00 .00 PIPE 1026.841 1153.938 .441 1154.379 12.00 23.29 8.42 1162.80 .00 1.24 1.66 2.000 .000 .00 1 .0 2.519 .5281 .2302 .58 .44 7.36 .37 .013 .00 .00 PIPE 1029.360 1155.266 .456 1155.724 12.00 22.20 7.65 1163.38 .00 1.24 1.68 2.000 .000 .00 1 .0 2.080 .5281 .2013 .42 .46 6.89 .37 .013 .00 .00 PIPE 1031.440 1156.366 .472 1156.838 12.00 21.17 6.96 1163.80 .00 1.24 1.70 2.000 .000 .00 1 .0 1.751 .5281 .1760 .31 .47 6.46 .37 .013 .00 .00 PIPE 1033.191 1157.291 .488 1157.779 12.00 20.18 6.33 1164.11 .00 1.24 1.72 2.000 1 .000 .00 1 1 .0 1.492 .5281 .1539 .23 .49 6.05 .37 .013 .00 .00 PIPE M M r M� no M" r M r M M M M. r M M IM FILE: REDB100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:50:32 04049R ARTISAN REDHAWK PA13 LINE "B" Q -100 HYDRAULICS ANALYSIS .. w.... w ............. a+ w+ w.++ ww+ w..« xx..«.«...... w..... xwx.... wx«.......................... ....... «.....«. «x «. +aa +....«... x wx..«+ Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow TopIHeight/ Base Wtj No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTjor I.D.I ZL IPrs /Pip L /Elem ..........«+.....• ICh Slope I I a. a+.+ aa.+.++.+........ I w.. I I.w...« « SF Aver «....a «aa.aw HF +.........+ ISE DpthIFroude NINorm u..........w...�......w Dp I "N" I X -Fall «.u.0 ZR «.a ++ IType Ch I......« 1034.683 1158.079 .505 1158.584 12.00 19.24 5.75 1164.33 .00 1.24 1.74 2.000 .000 .00 1 .0 1.286 .5281 .1346 .17 .51 5.66 .37 .013 .00 .00 PIPE 1035.968 1158.758 .522 1159.280 12.00 18.35 5.23 1164.51 .00 1.24 1.76 2.000 .000 .00 1 .0 1.114 .5281 .1177 .13 .52 5.30 .37 .013 .00 .00 PIPE 1037.083 1159.346 .540 1159.886 12.00 17.50 4.75 1164.64 .00 1.24 1.78 2.000 .000 .00 1 .0 .972 .5281 .1030 .10 .54 4.96 .37 .013 .00 .00 PIPE 1038.054 1159.859 .559 1160.918 12.00 16.68 9.32 1169.74 .00 1.24 1.80 2.000 .000 .00 1 .0 .851 .5281 .0902 .08 .56 4.64 .37 .013 .00 .00 PIPE 1038.906 1160.309 .579 1160.888 12.00 15.90 3.93 1164.82 .00 1.24 1.81 2.000 .000 .00 1 .0 .751 .5281 .0790 .06 .58 4.35 .37 .013 .00 .00 PIPE 1039.656 1160.705 .599 1161.304 12.00 15.16 3.57 1164.88 .00 1.24 1.83 2.000 .000 .00 1 .0 .661 .5281 .0691 .05 .60 4.07 .37 .013 .00 .00 PIPE 1040.318 1161.055 .620 1161.675 12.00 14.46 3.25 1164.92 .00 1.24 1.85 2.000 .000 .00 1 .0 .584 .5281 .0605 .04 .62 3.80 .37 .013 .00 .00 PIPE 1090.902 1161.363 .642 1162.005 12.00 13.79 2.95 1164.96 .00 1.24 1.87 2.000 .000 .00 1 .0 .518 .5281 .0530 .03 .64 3.56 .37 .013 .00 .00 PIPE 1041.420 1161.637 .664 1162.301 12.00 13.14 2.68 1164.98 .00 1.24 1.88 2.000 .000 .00 1 .0 .457 .5281 .0464 .02 .66 3.33 .37 .013 .00 .00 PIPE MM r® r w ran r man r i M M M r" M M FILE: REDB100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 3 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:50:32 04049R ARTISAN REDHAWK PA13 LINE "B" Q -100 HYDRAULICS ANALYSIS .............. w... f.f.. ww.............. f... f.. f.... R.. f....... .f..... #ww...R... #..u.........f .f.f...RRf.................. .. uff1R Invert Depth Water Q Vel Val I Energy I Super CriticaljFlow ToplHeight /IBase WtI No Wth Station Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.j Elev I Depth I Width IDia. -FTIor I.D.I ZL lPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Up I "N" I X -Fall ZR IType Ch f1f #RR.Rf fRRR #f.ff f4f## w##... RRM# RiRRRRRRRRRR #1f#ifffffifR.RRRlRf #Rff#IfRfl #1!#.!.!1!11! #f 4 # #f # #. #RRRRRffRRRRR RR #4f ## 1041.877 1161.878 .688 1162.566 12.00 12.53 2.49 1165.01 .00 1.24 1.90 2.000 .000 .00 1 .0 .406 .5281 .0407 .02 .69 3.11 .37 .013 .00 .00 PIPE 1042.283 1162.092 .712 1162.804 12.00 11.95 2.22 1165.02 .00 1.24 1.92 2.000 .000 .00 1 .0 .357 .5281 .0357 .01 .71 2.91 .37 .013 .00 .00 PIPE 1042.639 1162.281 .738 1163.019 12.00 11.39 2.02 1165.03 .00 1.29 1.93 2.000 .000 .00 1 .0 .317 .5281 .0313 .01 .74 2.72 .37 .013 .00 .00 PIPE 1042.956 1162.448 .764 1163.212 12.00 10.86 1.83 1165.04 .00 1.24 1.94 2.000 .000 .00 1 .0 .277 .5281 .0274 .01 .76 2.54 .37 .013 .00 .00 I_ PIPE 1043.233 1162.594 .792 1163.356 12.00 10.36 1.67 1165.05 .00 1.24 1.96 2.000 .000 .00 1 .0 .243 .5281 .0241 .01 .79 2.37 .37 .013 .00 .00 PIPE 1043.975 1162.722 .821 1163.543 12.00 9.85 1.51 1165.06 .00 1.24 1.97 2.000 .000 .00 1 .0 .212 .5281 .0211 .00 .82 2.21 .37 .013 .00 .00 PIPE 1043.685 1162.534 .851 1163.655 12.00 9.42 1.38 1165.06 .00 1.24 1.98 2.000 .000 .00 1 .0 .185 .5281 .0186 .00 .85 2.07 .37 .013 .00 .00 PIPE 1043.573 1162.932 .882 1163.819 12.00 8.98 1.25 1165.07 .00 1.24 1.99 2.000 .000 .00 1 .0 .158 .5251 .0163 .00 .88 1.93 .37 .013 .00 .00 PIPE 1044.031 1163.015 .915 1163.930 12.00 8.56 1.14 1165.07 .00 1.29 1.99 2.000 .000 .00 1 .0 .135 .5281 .0143 .00 .92 1.80 .37 .013 .00 .00 PIPE M M M M w W .r M�M was M w w M r M FILE: REDB100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:50:32 04049R ARTISAN REDHAWK PA13 LINE "B" Q -100 HYDRAULICS ANALYSIS .1f..f .... ...af.. .......1f .1f ..1f •. 1J aff :M£Ma###. 11ff • fu #Ra##f.aa #aa.fa#afaff.ff.f11f .11f11 xaa.f.1f .11f11f#M a#aff..f •Invert Depthf �' Water . f Q • f Vel Vel `I• Energy I Super ICriticallFlow ToplHeight /IBase WtI No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINOrm OF I "N" I X -Fall) ZR IType Ch #RMfMR1R.MR ##.RRfkRM #RR1MRf1f1f MMRMRf£R iMMRMMR #R* #£14111111 f11fMRiR*RMfMRiMMRRMRMRRaf1f11 ff f111fiM #R *MR *R #af.♦ ff.fIRM 1044.166 1163.087 .949 1164.036 12.00 8.16 1.03 1165.07 .00 1.24 2.00 2.000 .000 .00 1 .0 I_ .113 .5281 .0126 .00 .95 1.68 .37 .013 .00 .00 PIPE 1044.278 1163.196 .985 1164.131 12.00 7.78 .94 1165.07 .00 1.24 2.00 2.000 .000 .00 1 .0 .092 .5281 .0111 .00 .99 1.56 .37 .013 .00 .00 PIPE 1044.370 1163.199 1.023 1164.218 12.00 7.42 .85 1165.07 .00 1.24 2.00 2.000 .000 .00 1 .0 .075 .5281 .0098 .00 1.02 1.45 .37 .013 .00 .00 PIPE 1044.445 1163.239 1.062 1164.296 12.00 7.07 .78 1165.07 .00 1.24 2.00 2.000 .000 .00 1 .0 .055 .5281 .0086 .00 1.06 1.35 .37 .013 .00 .00 PIPE 1044.500 1163.263 1.104 1164.367 12.00 6.75 .71 1165.07 .00 1.24 1.99 2.000 .000 .00 1 .0 .039 .5281 .0076 .00 1.10 1.26 .37 .013 .00 .00 PIPE 1044.539 1163.284 1.148 1169.432 12.00 6.43 .64 1165.07 .00 1.24 1.98 2.000 .000 .00 1 .0 .024 .5281 .0067 .00 1.15 1.17 .37 .013 .00 .00 PIPE 1044.563 1163.296 1.199 1164.490 12.00 6.13 .58 1165.07 .00 1.24 1.96 2.000 .000 .00 1 .0 .007 .5281 .0060 .00 1.19 1.08 .37 .013 .00 .00 PIPE 1049.570 1163.300 1.244 1164.594 12.00 5.84 .53 1165.07 .00 1.24 1.94 2.000 .000 .00 1 .0 JUNCT STR - 1.2000 .0058 .05 1.27 1.00 .013 .00 .00 PIPE 1052.820 1153.400 11.637 1165.037 8.20 4.64 .33 1165.37 .00 1.11 .00 1.500 .000 .00 1 .0 56.950 .0400 .0061 .35 .00 .00 .65 .013 .00 .00 PIPE MM rr M! no= M IM s M ri M M M r no r M FILE: REDB100.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 5 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time:10:50:32 04049R ARTISAN REDHAWK PA13 LINE "B" Q -100 HYDRAULICS ANALYSIS ......... Rf. w+ ffu........x..........+ f:...... u..... fuf}f..x.#... w#... w. a. a.. f....:.........xwx.x....f.u.fRf xw xRx.....f .f..f .•. Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /Base Wtj No Wth Station I Elev (FT) Elev I (CPS) I (FPS) Head I Grd.El.1 Elev I Depth f Width IDia. -FTIor I.D.I ZL jPrs /Pip L /Elem R.f1R•1 Rf ICh Slope I f RRR1R1f .awYaa#aY#.Rxf..x.Y4#Y.. I I I }.RR}Rf Rxa. SF Aver #aih#aaf.aYw HF lf.aff.4 ISE DpthIFroude #.fw NINOrm #w111f Dp f.lf wflfRlRflR.. I "N" I X -Fall }.4R4..x.i1 ZR IType Ch f11R11R 1109.770 1155.680 9.747 1165.427 8.20 4.64 .33 1165.76 .00 1.11 .00 1.500 .000 .00 1 .0 79.990 .0400 .0061 .49 9.75 .00 .65 .013 .00 .00 PIPE 1109.760 1158.882 7.032 1165.919 8.20 4.64 .33 1166.25 .00 1.11 .00 1.500 .000 .00 1 .0 JUNCT STR .0245 .0041 .02 7.03 .00 .013 .00 .00 PIPE 1193.760 1158.980 7.381 1166.361 4.90 2.77 .12 1166.48 .00 .85 .00 1.500 .000 .00 1 .0 61.530 .0268 .0022 .13 7.38 .00 .55 .013 .00 .00 PIPE 1255.290 1160.630 5.864 1166.995 4.90 2.77 .12 1166.61 .00 .85 .00 1.500 .000 .00 1 .0 JUNCT STR .0250 .0011 .00 .00 .00 .013 .00 .00 PIPE 1259.290 1160.730 5.998 1166.728 1.00 .57 .00 1166.73 .00 .37 .00 1.500 .000 .00 1 .0 23.830 .0201 .0001 .00 .00 .00 .26 .013 .00 .00 PIPE 1283.120 1161.210 5.521 1166.731 1.00 .57 .00 1166.74 .00 .37 .00 1.500 .000 .00 1 .0 r 1 r r r 1 r r 1 r r r� r r r r r r REDLATBI.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "B -1" Q -100 HYDRAULICS ANALYSIS T3 SO 1002.0001153.400 1 1165.040 R 1012.6301156.020 1 013 SH 1012.6301156.020 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 3.600 .0 0 Page 1 0 000 .000 0 M M M IM 11M w IM r i w M M M= M M r M IM FILE: REDLATBI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1:55:43 04049R ARTISAN REDHAWK PA13 LATERAL "B -1" Q -100 HYDRAULICS ANALYSIS Y iInvert Y * Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WCI No Wth Station I Elev (FT) Elev (CPS) (FPS) Head I Grd.E1.1 Elev I Depth I Width Dia. -FTlor I.D I ZL IPrs /Pip L /Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch f*.. .h. + ..................YY + +r1fYY flfYf*.......... 4x11#......{+ Y......#+ if Y.. ......Yxrf........ +i......Y.... ..r.... 1002.000 1153.400 11.640 1165.040 3.60 2.04 .06 1165 10 .00 .72 00 1.500 .000 .00 1 .0 10.630 2465 .0012 .01 11.64 .00 .27 013 .00 00 PIPE 1012 630 1156.020 9.033 1165.052 3.60 2.04 .06 1165.12 .00 .72 .00 1.500 000 00 1 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- i r r 1 r r r r r r r r r r r r r REDLATB2.WSW T1 04049R ARTISAN REDHAWR PA13 T2 LATERAL "B -2" Q -100 HYDRAULICS ANALYSIS T3 SO 1002.0001153.400 1 1165.040 R 1013.5901155.210 1 .013 SH 1013.5901155 210 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 0.400 .0 Page 1 n 000 .000 0 M M r r M M M M M M M M w= M M r f r FILE: REDLATB2 WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1.55:50 04049R ARTISAN REDHAWK PA13 LATERAL "13-2" Q -100 HYDRAULICS ANALYSIS ff # #ffY{afafa4fa{af aaf# h# aR# flfaaf11f4aYa ###{fa4a#4f{f #Y {lfif #irfl #if if #4a# #Y { #Y4r Yf #1f {fh #Y#h { #r{f i #Y{YYirfa#Yfr # #a{afYiY iii #Rah# Invert Depth Water Q Vel Vel j Energy I Super jCriticalIFlow TcplHeight /lBase Wtj lNO Wth Station l Elev (FT) Elev (CPS) l (FPS) Head I Grd.El.l Elev l Depth l Width lDia. -FTIor I.D.I ZL IPrs /Pip L /Elem lCh Slope I SF Avel HF ISE DpthlFroude NINorm Up l "N" 1 X -Fall ZR IType Ch :ar #af ...fuf.fr {fYrY {uYr a fr...rr.{ alto{ r.. .....a + #gir:r.f... {a #aa +a#a #f {u {.f.af {a##f�a#ufa {f.a.0 iafa {. fau.a. 1002 000 1153.400 11.640 1165.040 .40 .23 .00 1165.09 .00 .23 .00 1.500 000 .00 1 .0 l_ 11 590 .1562 .0000 .00 11.64 .00 .10 .013 .00 .00 PIPE I I I I I I I I I I I I I 1013 590 1155.210 9.830 1165.040 40 .23 .00 1165.04 .00 .23 .00 1.500 .000 .00 1 .0 i r r r r r r r r i i t 1 i REDLATB3. WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "B -3" Q -100 HYDRAULICS ANALYSIS T3 SO 1001.7501158.980 1 1166.360 R 1017 0001159.280 1 .013 SH 1017.0001159.280 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 3.400 .0 Page 1 N 000 .000 0 M IM r M M M I M M M ==� w= M. M M IM M FILE REDLATB3.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time. 1:55:57 04049R ARTISAN REDRAWK PA13 LATERAL "B -3" Q -100 HYDRAULICS ANALYSIS Invert w w Depth Water +law Q Vel Vel l Energy l Super ICriticallFlow ToplHeight /lBase Wtl NO Wth Station l Elev (FT) Elev (CPS) (FPS) Head l Grd.El.l Elev l Depth l Width lDia. -FTlor I D.l ZL lPrs /Pip L /Elem ICh Slope l l l SF Avel HF ISE DpthlFroude NINorm Dp I "N" l X -Fall) ZR IType Ch 1001.750 1158.980 7.380 1166 360 3.40 1.92 .06 1166.42 .00 .70 00 1.500 .000 .00 1 .0 15 250 .0197 .0010 .02 7.38 .00 .49 .013 .00 .00 PIPE I I I I I I I I I I I I I 1017.000 1159 280 7 096 1166.376 3.40 1.92 06 1166.43 .00 .70 00 1.500 .000 00 1 .0 _l_ _l_ _l_ _l_ _l_ _l_ ._l_ _l_ _l_ _l_ _l_ _I_ _l_ l_ REDLATB4.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "B -4" Q -100 HYDRAULICS ANALYSIS T3 ` SO 1001.7501160.730 1 1166.730 R 1017.0001161.040 1 .013 SH 1017.0001161.040 1 .000 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 3.900 .0 Page 1 0 000 000 0 r IM M M M M M M M a M M M M M M M M M FILE: REDLATB4.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1:56: 3 04049R ARTISAN REDHAWK PA13 LATERAL "B -4" Q -100 HYDRAULICS ANALYSIS ......,x,.,,.,.... ,+.+.. ,.+ +.+++ ww +w... ......+.++.+ w.+ r... +.x..x.... +w +.www.........x.... , +w.. +.,x+ +r..,,,.,.+w .x,. x. Invert y+ Depth + Water ++ Q '�+ Vel Vel Energy I Super ICriticallFlow ToplHeight /IBase Wtl INa Wth Station I Elev (FT) Elev (CPS) (FPS) Head Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I SF Avel HF ISE DpthlFroude NINOrm Dp I "N" I X -Fa11I ZR IType Ch I I I I I I I I I I I I I 1001.750 1160.730 6.000 1166 730 3.90 2.21 .08 1166.81 .00 .76 .00 1.500 .000 00 1 0 I _I_ _I_ -I- _I_ _I_ _I_ _I_ -I- _I_ _I_ _I_ _I_ I- 15.250 .0203 .0014 .02 6.00 .00 .52 013 .00 .00 PIPE I I I I I I I I I I I I I 1017.000 1161.040 5 711 1166.751 3.90 2.21 08 1166.83 00 .76 .00 1.500 .000 .00 1 .0 _I_ _I_ _I_ -I- _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ _I_ I- i 1 1 1 1 1 1 i 1 1 1 1 1 1 1 [1 1 1 1 APPENDIX D HYDROLOGY MAP /u000~ u'`cootmfo*-, m \wormnQ_Kyun\r{i-hydrO.cjwg lU/-14/2006 8'54'06 AM PDT