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HomeMy WebLinkAboutParcel Map 34715 Parcel 20 Drainage Report Dec. 6, 2006PM 34715 DRAINAGE REPORT FOR REDHAWK PLANNING AREA 13 SOUTHEAST CORNER OF DEER HOLLOW WAY AND PEACH TREE STREET CITY OF TEMECULA December 06, 2006 ADAMS • STREETER CIVIL ENGINEERS INC. 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 J1 I LOCATION MAP N.T.S. It II il 11 II 1 i tj 1 1 1 1 i 1 1 1 i 15 r -12 VICINITY MAP N.T.S. THOMAS BROTHER P0. NO. 979 PROJECT LOCATION 1. SUMMARY The hydrology and hydraulic calculations contained in this report are intended to provide I, 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 13.9 cfs and 21.4 efs, 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 f' performed using the Rational Method outlined in the Riverside County Flood Control and Water conservation District (RCFC &WCD) Hydrology Manual. I' � 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. 1 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 1 1 1 APPENDIX A ;I 10 -YEAR FREQUENCY RATIONAL METHOD HYDROLOGY CALCULATIONS 1 I 1 1 1 I 1 I 1 1 1 I xxx++ xxx+++ xxxxxxx+ x++ xxxxxx++ xxxxxxxxxx+ xxxxxxxxxxxxxxxx +xx +x +x +xxxxxxxxxxx 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. I� 15 CORPORATE PARK IRVINE, CA 92606 VOICE: 949 - 474 -2330 FAX: 949 - 474 -0251 �' + +x + + +xxxxx + + + + +xxxxxxxxxx DESCRIPTION OF STUDY xxxxx + +xxxxxxxxxxxxxxxxxxx • 04049R ARTISAN REDHAWK PA13 • RATIONAL METHOD Q -10 x x 1 xxxxx+++ xxxxxxxxx+++ xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx + + + + + + + + + + + + + + + ++ 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.* xxx++ xxxxxxxxx++ x+++ x++++ x+++++ xxxxxxxxxxxxxxxxxxxxxx + + + + +xxxxxxxx +xx +x +xx ++ 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 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. 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) << < < < - __ - - -_ -- i 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. FLOW PROCESS FROM NODE 102.00 TO NODE 102.00 IS CODE = 81 A __ ------------------__-------___------------------------------------ ' -- » > -> 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. ' FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 81 A >>>>> ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.533 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8279 SOIL CLASSIFICATION IS "B" i' SUBAREA AREA(ACRES) = 0.48 SUBAREA RUNOFF(CFS) = 1.40 TOTAL AREA(ACRES) = 0.91 TOTAL RUNOFF(CFS) = 2.78 TC(MIN) = 6.16 i' .... �..:.: t+. fr...:.. x+... +. + +.. > +x +x +x..xxx +...•..x:tx,t ,t : :..+ +...max :.:t + +x��:va. 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 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 I' 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. FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 81 A-4 ' -_ »>== ADDITION -OF- SUBAREA _ TO - MAINLINE - PEAK - FLOW= a «<- -------------- -- - - - --- 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 ' 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 TO MIN.) = 6.69 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 105.00 = 680.00 FEET. •.... ���>+....+.. xx. x�..:.. �:.•.....+. x.. xxxxx .��........xxx..... +.xxxxxxx... FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 81 ----------------------------------------------------------------------- >>>>> 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 ' .::........ x: ��>. x..x x+.<+.....+.:+ +x +.:�0_s.... .1++ +x:r +... ++_E -7� 3+1 +.. : «... FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CODE = 31 1 >> > > >COMPUTEOPIPEE FLOW - TRAVEL - TIME - THRU(SUBAREASSURE FL------------------- » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «< ELEVATION DATA: UPSTREAM(FEET) = 1165.70 DOWNSTREAM(FEET) = 1163.60 i' 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. i' ) FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 81 A -C ---- -- ---- ---- --------- ---------------------------------------- ' >>>>>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 i ' 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) <<<<< tELEVATION 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. ' 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 FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 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 = 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. ' 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.960 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8341 SOIL CLASSIFICATION IS "B" ' SUBAREA RUNOFF(CFS) = 0.83 TOTAL AREA(ACRES) = 0.25 TOTAL RUNOFF(CFS) = 0.83 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ' 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. ' * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 81 11 ,pj - - ----- -- -- -- -- -- -- -- --- -------- -- -- ------ -- -- - ----------------- >>>>>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 ' ** xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81 A -9 -- ---LINE -PEAK- -- -- --- » »>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) = 0.17 SUBAREA RUNOFF(CFS) = 0.49 .' TOTAL AREA(ACRES) = 0.85 TOTAL RUNOFF(CFS) = 2.62 TC(MIN) = 6.24 xxxxxxx+++ xxxxx++ x++ xxxx++++++++++++ x+ xx+ xxx+ exxxx +x +x +xxxxxxxxxxxxxxxxxxxxx ' 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 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. ' ++++++++ xxxx+++++ xxxxxx++++++++++ xxxxxxxxx+ xxx + + + +xxxxxxxxxxxxxxxxxxxxxxxx +x 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 +xxxxxxx + + + + + + + +xxxxxxxxxxxx ++ WARNING+++ + + +xxxxxxxxxxx +x +x + +x + + + + + +xxxx ' 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. x++++ xxxxx+++++++++ xxxxxxxxxx++++++++ xxxxxxxxxxxxxxxx + + + + + + + + + + + +xxxxxxxx+ ' 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 j' TOTAL AREA(ACRES) = 2.83 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 107.00 = 750.00 FEET. j xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx j FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< i >>>>> 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. ' xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ' 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. ' xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = 81 _ 2 >>>>> 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. FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81 A -127 ---------------------- ----------------- - -- - -' i >>>>> 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 ' 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 FLOW PROCESS FROM NODE 110.00 TO NODE 110.00 IS CODE = 81 r \4� ---------------------------------------------------------------------------- ' --===== 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 TOMIN.) = 7.17 ' LONGEST FLOWPATH FROM NODE 100.00 TO NODE 111.00 = 1010.00 FEET. _i xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx *xxxxxxxxxxxxxxxxxxxxxx f' 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) = 16.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 13.90 .' PIPE TRAVEL TIME(MIN.) = 0.11 TWMIN.) = 7.28 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 112.00 = 1090.00 FEET. ' xxxxxxxxxxxxxxxxxxxxxx * ** xxxxxxxxxxxxxxxxxx xxx *xxxxxxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 Q _� >>>>>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 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ' FLOW PROCESS FROM NODE 202.00 TO NODE 202.00 IS CODE = 81 A-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 ' xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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. ' xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx +xxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 203.00 TO NODE 203.00 IS CODE = 81 gio 2j - - -- ----- -- - -------- - - --- --- -- - --- - ------------------------------------- ' - -- »== ADDITION -OF- SUBAREA -TO- MAINLINE - PEAK- -- -< ---- ----------------------- 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 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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 11 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. 1 ****** xx*** x****** xx* x**** xx* x** xx** x** xxx* x* * *x * * * * * * *xxx *x *x * * * * *x * * *x *x ** FLOW PROCESS FROM NODE 205.00 TO NODE 205.00 IS CODE = 81 ' - -> - »> ADDITION -OF- SUBAREA -TO- MAINLINE _ PEAK _ FLOW= a-------------------- - - - - -- 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 xxxxx + ** xxxx*** xx***** xxx*** x***** xx* xx****** * * *x * * * *xxxxxxxxxxxxxx *xxxxxxxx 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. + + + + + ++ xxxx + ++ xxxx+++++ xx* x********** xx****** * * * *xx * * + + + + + + + + + + + * * + * * * * * * *x* iFLOW 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. 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 ++++++ xx++ x+ x+++ xx++++ xx+ x+++++++++++++ xxx+++ + + + + +xxxxx + + + + + + + + + + + + + +xxx +x ++ 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 i PIPE TRAVEL TIME(MIN.) = 0.45 TC(MIN.) = 5.45 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 212.00 = 190.00 FEET. x++ xxx++ xxx+++ xx++++ x+ xxx+++++++++ xx+ xx+ xx+++ + + + + + +xxxxxxxxxxxx +xx + + + + + + + + ++ 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 x+ xxx++ x++++++ xx+++++ xxx+++++++++++++++ xxxxxxxxx +xxx + + + + + + + + + + + + + + + + + + + + + + +x 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 t) jb -- -- - - --- - ---------------------------------------------------------------- - - > > > >> ADDITION -OF- SUBAREA -TO- MAINLINE - PEAK - FLOW < <<- ----- -- ----- ----- - - - - - -- 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.700 I 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 - xxxxx++ xxxx++ xxx+++ xxxx++++ xxxxxxxxxxx+ x++ xxxxxxxxxx + + + + + +xxxxxxxxxx + + + + + +xx 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. xxxx+ xxxx+ xxxxx++ xxxxxx++ xxxxxxxxxxx+ x+ x+ xxxxxxxxx + + +x +xxxxxxxxxxxxxx + +x + + +x FLOW PROCESS FROM NODE 214.00 TO NODE 214.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH /HOUR) = 3.S81 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 ' xxx Fxx+LOW ++ xxPROCESS x++ xxxxFROM ++++ NODE xxxxx++++++++++++ xxxxxxxxxx + +x + + + + +x + +xxxxxxxxxxxxxxxxx 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 I 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 LONGEST FLOWPATH FROM NODE 210.00 TO NODE 206.00 = 430.00 FEET. Ixxxxx++ xxxx+++ xxxxx++ x+ xxxxxxxxxxxxxxxx+ xx+++ xxxxxxxxxxxxxxxxxxxxxxxxx + +xxxx 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.) = 6.02 RAINFALL INTENSITY(INCH /HR) = 3.58 TOTAL STREAM AREA(ACRES) = 0.76 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.38 U ** 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 - ++ + + +xxxxxx + + + +xxxxxx + + + + + + +x + + ++ WARNING++ xxxxxxxxxxxxxxxxxxxxx +xxxxx +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. x+ xxx+++++ xxxxx++++ xxxxxxxxxxxxxxxxxxxxxxxxxx + + + + + + + + + + + + + + + + +x + + + + + +x + +x+ 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. FLOW PROCESS FROM NODE 206.00 TO NODE 206.00 IS CODE = 81 gj_1O --------------- ----------------------------------- - - >>>>> 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 TC(MIN) = 6.95 + xxxxxx+++++++ xxxx+++++++++++ xxxxxxxxx+ xx++++ + + +x +xxxxxxxxxxx + + + + + + + + + + + + + ++ FLOW PROCESS FROM NODE 206.00 TO NODE 207.00 IS CODE = 31 » >>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<cc >>>>> USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW)<<<<< ELEVATION 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. xxxxxxxxxxx+ x+++++ xxxxxxxxxx++++++ xxxxxxxxxxx + + + + + + +xxxxx + + + + + + + + + + +x +xxxxxx 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 I 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 ' 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--=-------------- ---- -- -- ------------ - - - - -- I I [1 1 I I I I I I I 11 APPENDIX B I ' 100 -YEAR FREQUENCY RATIONAL METHOD HYDROLOGY CALCULATIONS 1 1 1 1 1 1 1 1 1 1 1 I 1 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * * *xxxxx 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 1 1 1 1 1 Li 1 xxxxxxxxxxxxxxxx * * *xx *xxxx DESCRIPTION OF STUDY xxxxxxxxxxxxxxxxx * * ** *xxxx • 04049R ARTISAN REDHAWK PA13 • RATIONAL METHOD Q -100 x - x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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 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.* xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 >>>>> RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< T - 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. 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 >>>>>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 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 ./{_ Z -- ---- ----- -- - -- -- -- ---- - -- ------ - --- --- - - - ------------------ ---- - -- - - -- >>>>>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 **+++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 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 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. +++***+++++++++++++++++++++++++++++++++++++++ * * * + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ' FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 61 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" 1 SUBAREA AREA(ACRES) = 0.48 SUBAREA RUNOFF(CFS) = 2,16 ' TOTAL AREA(ACRES) = 0.91 TOTAL RUNOFF(CFS) = 4.25 TC(MIN) = 6.05 ' xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ++ 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. ' xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx :xxxxxxx + +xxxxxxx FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 81 A .q.. >>>>>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 xxxxxxxxxx: r•. xx. xxxxxxxxxxx+ xxsxxxxxxxxxx. xxx +xx. +..xxxxxxxxxxxxxxxxxxxxxxx. 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. xxxxxxxxxxxxxxxxxxx.: r...+ x+ xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxpx -x FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 81 A­5 ___________________________________ _______________________________ >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---- ________________________ _______________________________ ________________________ _______________________________ ' 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.080 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8461 SOIL CLASSIFICATION IS "B" ' SUBAREA AREA(ACRES) = 0.12 SUBAREA RUNOFF(CFS) = 0.52 TOTAL AREA(ACRES) = 1.76 TOTAL RUNOFF(CFS) = 7.97 TC(MIN) = 6.53 , ' xxxxxxxxxxxx xxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 105.00 TO NODE 106.00 IS CODE = 31 I I i 1 I [] I FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 81 A - 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 ++ x+ x++++++++++ x++ xxx+++ x++++ xxxxxxxx++++++++ + + + + +x + + + +x + +xxx +xxx + + + +xxx +x +x �iC il"1] cLiZ4�FX�9l: Z�lu�d[ O�l �[ �ZS�I�� IICi��(i)�l�[�71aK���YKU�7�d�1 >>>>>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. + xx+ xxxxx++ xx+ xx+ xxxx+ x+++ xx++ xx++++ x++++++++ +xx + + + + + + + + + + + +x + + + + + +x +xx + + + ++ 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 xxxxxxxxxxxxxx+ x++ xx+ xx+++ x+ x+ xx+++++++++ xxxxxx +xxx +xx + + + + + +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 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< ' > > > >> USING COMPUTER-ESTIMATED PIPESIZE NON - PRESSURE- FLOW)<<= 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 ' 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. FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 81 A .$ _------- _---- _---- ____------ ____ ---- ___ _------ ____ ---- ________________ >>>>>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 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. FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81� -g >>>>> 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 TOTAL AREA(ACRES) = 0.85 TOTAL RUNOFF(CFS) = 4.01 TC(MIN) = 6.11 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+ xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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 : xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 123.00 TO NODE 107.00 IS CODE = 31 -- >>>> >COMPUTEOPIPEEFLOWT TRAVEL - TIME SIZE (SUBAREASSURE --------------------- » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOWa « «< ELEVATION DATA: UPSTREAM(FEET) = 1166.10 DOWNSTREAM(FEET) = 1162.60 1 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 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. ' xxxxxxxxxxxxxxxxx xxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx * * * * * *xx * * *xxxx *xxxxxxxxxxx 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 (CPS) (MIN.) (INCH /HOUR) (ACRE) 1 8.27 6.63 5.036 1.83 ' 2 4.68 6.22 5.217 1.00 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxWARNINGxxxxxxxxxxxxxx *xxxxxxxxxxxxxxxxxxx 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. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx *xxxxx * * *xxxxxx *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 12.43 6.22 5.217 2 12.78 6.63 5.036 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' 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. > x« ♦x�xe +xs < +xs < >• >�• > +. > < + < > +f + ++ » < > < + < +.t +�:t +. <.x +xx +sxs <e +i: +.tax +sx•,tx + <> 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- FLOWk< < < <_-__- _ - - - -- 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. FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE = 81 .A -11 ' --==-- nADDITION -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 ' 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 ( , ------------------------------------------------------- - - - - -- - - -- >>>>>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 xxx,t,xxxxxx.... xxxxxxxxx. x. xxxxxxxxxxxxxxxx,, xxxxx.xxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 109.00 TO NODE 110.00 IS CODE = 31 --= I I I J 1 1 1 1 11 1 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. xx++++++ x+ xxxxxxxxx++++ xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx + + + + + + + +xxxxxxxxxxxxx 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. xxxxxxx+ x+++++++ x+ xxxxx++ x++ x++ xxx+ xxxxxxxxxxx + +x + + +x + * +x +xxxxxxxxxxxxx + + + ++ 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. 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 +++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ FLOW PROCESS FROM NODE 201.00 TO NODE 202.00 IS CODE = 31 >>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER - ESTIMATED PIPE ;IZE (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. xxx+ x+ xxx+ xx+ xx+ xxxx++++++ xx+ xx+ xxx+ xxxx++ x++ +x +x +x +xx +xx + + + ++ +x +xxxxxx +x +x+ FLOW PROCESS FROM NODE 202.00 TO NODE 202.00 IS CODE = 81 Z >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ----------------------------------------------------------- ---------- - - - -- -- 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 x xxxxxxxxx: r+: xxxxxxxxxxxxxx+ xxxxxxxxxxxxxxxxxxxxxxxxxxxxx +xxxxxxxxxxxxxxxx +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. FLOW PROCESS FROM NODE 203.00 TO NODE 203.00 IS CODE = 81 >>>>>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) = 0.81 TOTAL RUNOFF(CFS) = 3.85 TC(MIN) = 6.27 ' +x + + +x.... xx xx+++++++++xxxxxx+ x++ x+xxx. x+ x+ xx +xx + + + +xxxxxx + + + + + + + + + + + + + + + +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 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 Tc(MIN.) = 6.42 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 204.00 = 510.00 FEET. + ++ xxx+++++++++++ x++ xxxxxxxxxxx+ x+ xxxxxxx++++ + + + + + + + + + + + + + +xx + + + + +xxxxxxxx ++ 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 "8" - SUBAREA AREA(ACRES) = 0.23 SUBAREA RUNOFF(CFS) = 1.00 ' TOTAL AREA(ACRES) = 1.04 TOTAL RUNOFF(CFS) = 4.85 TC(MIN) = 6.42 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. + xx+++++++++ xxxxxxx++++++++++++++++++++++++++ + + + + +xxxxxxxxxxxxx +x + + + + + + + + +xx FLOW PROCESS FROM NODE 205.00 TO NODE 205.00 IS CODE = 81 _-===-- 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 xxxxxxxxxxx++ x+++++++ xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx +xxx + + + + + + + +xxx 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. x+ xxxxxx+++ x+ xxxxxx+ x++++++++++++++ xx+ x+ xxxxxxx +xxxxx +xxxxxx + + + +xx + + + + + + + + ++ ' 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 >>>- > >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 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. +++++++++++++ x+ xxxxxxxxxxx+ xxxxxxxxxxxx+ x+ x+ x + + ** + *xx + + + + + + + + +x + + +x + + + + + + + ++ ' 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 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)= 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 xxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ' FLOW PROCESS FROM NODE 214.00 TO NODE 214.00 IS CODE = 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ' 100 YEAR RAINFALL INTENSITY(INCH /HOUR) = 5.371 CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .8486 SOIL CLASSIFICATION IS "B" ' SUBAREA AREA(ACRES) = 0.10 SUBAREA RUNOFF(CFS) = 0.46 TOTAL AREA(ACRES) = 0.76 TOTAL RUNOFF(CFS) = 3.63 TC(MIN) = 5.90 ' xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx>: xxxxxx +xxxxxxxxxxxxxxxxxxxxxxxxx FLOW PROCESS FROM NODE 214.00 TO NODE 206.00 IS CODE = 31 ________________ ____ ___________________________ ' -- > > > > >COMPUTEOPIPEEFLOWT TRAVEL - TIME S 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 ESTIMATED PIPE DIAMETER(INCH) = 9.00 NUMBER OF PIPES = 1 PIPE- 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. ' xxxxxxxxxxxxxxxxxx xxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 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.) -= 5.91 RAINFALL INTENSITY(INCH /HR) = 5.37 ' TOTAL STREAM AREA(ACRES) = 0.76 PEAK FLOW RATE(CFS) AT CONFLUENCE = 3.63 ** CONFLUENCE DATA ** STREAM RUNOFF Tc NUMBER (CPS) (MIN.) 1 8.24 6.76 2 3.63 5.91 INTENSITY AREA (INCH /HOUR) (ACRE) 4.983 1.83 5.365 0.76 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. 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 10.83 5.91 5.365 2 11.61 6.76 4.983 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. FLOW PROCESS FROM NODE 206.00 TO NODE 206.00 IS CODE = 81 ' - -- SUBAREA MAINLINE PEAK «<------------------------ »ADDITION -OF- -TO- - - 100 YEAR RAINFALL INTENSITY(INCH -FLOWa - /HOUR) = 4.983 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 TC(MIN) = 6.76 ' +***+++++++++++++++++++++++++++++++++++++++++ + + + + + + * * + + + + + + + + + * + + + + + + + * * + * ++ 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) <<<< ' ELEVATION 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 PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 6.79 ' LONGEST FLOWPATH FROM NODE 200.00 TO NODE 207.00 = 740.00 FEET. ' 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 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 ' - -PIPE TRAVEL - TIME( MIN= )NODE =0 =02= =O=TC( MIN=)===== 8= 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 n 11 [1 1 11 i APPENDIX C 1 HYDRAULIC CALCULATIONS OF STORM DRAINS 1 1 1 1 I 11 1 I 0 1. r r i 1 r r r r r r r REDAIO.WSW T1 04049R ARTISAN REDHAWK PA13 0 T2 LINE "A" 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 1000 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 JX 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 1300.8101158.950 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 SX 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 ix 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 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 REDRAWS PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS ff #rti # *+,f,.f +� ,girt+ f fRT *µ+ *4RR # #+ ##i#+i +a #.,«,4,f,fRMhrtirth *rt *rt *hrt# rti# i#+#« i«#«,« f«.«.T* TfRfhRfhRRRRhh * *RRRRR #h * *i#TRR* T««f«* Invert Depth Q Vel Vel I Energy I Super CriticallFlow ToplHeight /IBase Wtl NO Wth Station Elev (FT) Elev I (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 SF Avel HF ISE DpthlFroude NjNOrm Dp I "N" I X -Fall ZR Type Ch 1009.040 1146.430 9.370 1150.800 13.90 4.42 .30 1151.10 .00 1.39 .00 2.000 .000 .00 1 .0 23.680 .0401 .0038 .09 .00 .00 .76 .013 .00 .00 PIPE 1032.720 1147.380 3.559 1150.939 13.90 9.92 .30 1151. 14 .00 1.34 .00 2.000 .000 .00 1 .0 34.021 .0401 .0038 .'.3 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 1149.976 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 I_ PIPE 1070.910 1148.892 .732 1149.624 13.90 13.36 2.77 1152.39 .97 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 STR .0250 .0520 .21 1.22 3.36 .013 .00 .00 PIPE 1093.560 1149.750 .704 1150.454 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 1104.691 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 MM MMMMMMIM 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" Q -10 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super CriticallFloW ToplHeight /Base Wtj ENO Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.j Elev I Depth I Width Dia. -FTjor I.D.1 ZL lPrs /Pip L /Elem .......«+ ICh Slope la. a.......«.....,....« a.++.,+.,.+.+.. I a.... SF Avel I......... HF w....+...+ ISE DpthIFroude a... NINOrm w... .,.ww.w....«......a........«... Dp I "N" I X -Fall ZR IType .a...,+ Ch 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 .19 1.19 2.89 .62 .013 .00 .00 PIPE 1113.400 1151.420 .800 1152.220 13.90 11.89 2.18 1154.10 .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 11.40 2.02 1154.48 .00 1.34 1.97 2.000 .000 .00 1 .0 2.731 .0844 .0281 .09 .82 2.55 .62 .013 .00 .00 PIPE 1118.700 1151.867 .853 1152.720 13.90 10.87 1.84 1154.:6 .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 1154.61 .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 9.93 1.38 1159.E8 .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 1153.953 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. i2 .00 1.34 2.00 2.000 .000 .00 1 .0 .892 .0844 .0130 .01 1.03 1.68 .62 .013 .00 .00 PIPE FILE: REDA10.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 M_ M IM M M® M PAGE 3 Date:10 -23 -2006 Time:10:23:35 Invert Depth Water Q Vel Vel Energy I Super (Critical Flow ToplHeight /(Ease WtI INO Wth Station I Elev (FT) Elev (CFS) (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 SF Avel HF ISE Dpth Froude NINOrm Dp I "N" I X -Fall ZR IType Ch .a.axaa. .. www+ aax. aa.... ww+++ aa... wxwxwwxwww++ wa.+. a. xx. a. xw. wwx« xwx++ +aa +a.a.aa..a.....a.a.w..wxxw.. wxxwwaa 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 .99 1154.79 .00 1.39 1.99 2.000 .000 .00 1 .0 .574 .0844 .0101 .J1 1.11 1.45 .62 .013 .00 .00 PIPE 1129.060 1152.742 1.150 1153.892 13.90 7.93 .86 1159.75 .00 1.34 1.98 2.000 .000 .00 1 .0 .409 .0844 .0090 .00 1.15 1.35 .62 .013 .00 .00 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 I_ PIPE 1129.750 1152.800 1.296 1154.097 13.90 6.75 .71 1154.75 .00 1.34 1.94 2.000 .000 .00 1 .0 JUNCT SIR .0121 .0143 .12 1.25 1.15 .013 .00 .00 I_ PIPE 1138.000 1152.900 .959 1153.859 11.30 9.47 1.39 1155.25 .00 1.28 1.44 1.500 .000 .00 1 .0 22.493 .0181 .0226 .51 .96 1.83 1.02 .013 .00 .00 PIPE 1160.993 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 .884 1154.977 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 I_ 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 M i i M M M i ® ® M ® ® i M i M M® •® FILE: REDAIO.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:10:23:35 04049R ARTISAN REDHAWX PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS f#ffifff } ; f *rt # #ff # #i}4f ff R1f## i## ifff* 1f##fif#f##f; RInvert } R RRRR} rtRYf###f #ff4 # #f #4f}4R #ff }f }!hf }f ;RR111f 111f Yi #fiY #f #i#Yif lff} ff}f #fR; Depthf Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/l Base Wtl 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 f Rf;f R% rtrtI# lCh Slope I rt}}ff,} rtI%fff},ff I lf;%%*%} rtrtlffff}}} RRI# Y#f}ff SF Avel lfffff,} IRff} HF R; R*% ISE DpthlFroude I* rt* rtrt* rtI## NINOrm i#}f}f Dp lffffffffl I i1Nii }.f..f.I. I X -Fa11I }R }RRRI ZR }RRRR Type I % %i *R Ch }; 1199.420 1154.010 .518 1159.828 11.30 11.46 2.04 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 1159.453 .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 12.49 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 1297.507 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 .73 .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 .33 .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 .0 8.192 I .0429 I I I .0278 .23 .83 2.31 .72 .013 .00 .00 PIPE 1290.210 1158.450 .834 1159.284 I 10.10 10.01 I 1.56 1160.84 I .00 I I 1.22 1.49 I 1.500 I I .000 .00 I 1 .0 3.682 .0472 .0249 .09 .83 2.14 .70 .013 .00 .00 PIPE FILE: REDAl0.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 * f4Yf4Y4fMrt+ i#f Yff f# ; * # # #Y44Y # ; #R # * * * * # +i #if #Y4 #f #f Yf k ## #4 # #R# # # *R # * # *rt# *R *rti # *M #rt #f R *rti# rti #i+ #Y #Y #f Yff4Y4f #Yff44 #4f #irt4 +* Y i * * *f# Invert Depth Water Q Val Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtj INO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTlor I.D.1 ZL IPrs /Pip L /Elem f; f4Rf #*R Ch Slope #Y4+Yf #4 ; ; #4i#ff4f ##4 #RR;# I M** rti### Y4+# Y## R;# SF Avel 4R# fRR# HF R#* R## R# SSE DpthIFroude R# R# 4rt* NINOrm rtiM lrtMrt; Dp * # # *Y *rtMf I "N" I # * #+rt X -Fall #M # * *rtMrt ZR +rt ** IType Ch rt # * #rtRf 1293.891 1158.624 .858 1159.482 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 1309.310 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 1161.342 8.30 9.95 1.54 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 1340.083 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 1161.638 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 M ® ! _ ! M M M M M M M M M.= IM M i 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 Invert Depth Water 0 Vel Vel I Energy Super Critical Flow ToplEeight/ Base Wtl iNO Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd.El. I Elev I Depth I Width Dia. -FTjor I.D.1 ZL IPrs /Pip L /Elem #f h# #rtfh##4f ICh Slope I ;fff #fM ##ff#4 # ;; # ;R#Y #Y i# ##f ;4ffR# RRR # # SF Avel *RM# iii# HF f#f# Y#;;; SSE DpthIFroude if#;;# NINOrm Rf; R * ##fMihhRhR* Dp I "N" #M *rtirtMMhf**f I X -Fall # ZR *fR *R iType Ch 4 *hirti* 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 1.05 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 5.30 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 1162.902 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 1354.499 1161.556 .939 1162.495 8.30 7.13 .79 1163.28 .00 1.12 1.45 1.500 .000 .00 1 .0 .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 JUNCT SIR .0250 .0042 .02 1.12 1.00 .013 .00 .00 PIPE FILE: REDA10.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 Invert Depth Water Q Vel Vel I Energy I Super Critical Flow ToplHeight /IEase WtI ENO 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 Ch Slope SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR IType Ch rt * *i *rt *i ;+; R%* Mrt** a+; 4++ R.; wRwM* rtrtrtwrt* rt+ 4+. 44+ 4x;# 4wR; RxwRRRRMrtMh*% M* M**%% R* RM *RMR%M« %M %w %MRR *R %%RRRwRRRwRh . ;++ +w% 1360.380 1161.7501 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 .04 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 1163.419 3.00 1.87 .05 1163.17 .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 1162.1971 1.213 1163.410 3.00 1.96 .06 1163.47 .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 1163.97 .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 1163.97 .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 M ® ® ® ® ® ® ® ® ® ® ® ® ® O ® IM 0 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 REDHAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtj NO 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 EF ISE DpthIFroude NINOrm Dp I "Ni- I X -Fall) ZR iType Ch 1385.417 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 1169.080 .388 1164.468 3.00 8.25 1.06 1165.53 .00 .66 1.31 1.500 .000 .00 1 .0 5.626 .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 1169.553 .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 1919.207 .� 1164.696 .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 .445 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 PIPE 1423.090 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 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 PIPE M _ i M i M ® M ® ® M ® ® ® ® ® M FILE: REDA10.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:10:23:35 04049R ARTISAN REDHAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/l Base 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.1 ZL lPrs /Pip L /Elem Ch Slope SF Avel HF ISE DpthlFroude NiNOrm Dp I "N" I X -Fall ZR IType Ch 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 1926.462 1165.058 .511 1165.569 3.00 5.64 .49 1166.06 .00 .66 1.92 1.500 .000 .00 1 .0 .712 .0499 .0122 .01 .51 1.62 .36 .013 .00 .00 PIPE 1427.174 1165.093 .529 1165.622 3.00 5.37 .45 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 1166.38 .00 .66 1.45 1.500 .000 .00 1 .0 JUNCT STR .0250 .0354 .14 .55 1.42 .013 .00 .00 PIPE 1931.710 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 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 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 8.97 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 PIPE 1485.233 1168.471 .306 1168.777 2.10 8.08 1.01 1169.79 .11 .55 1.21 1.500 .000 .00 1 .0 5.046 .0605 .0445 .22 .42 3.07 .29 .013 .00 .00 PIPE i _ ® i M ® ® M i i _ MM M i. ; =I= i FILE: REDAI0.WSW W S P G W - CIVILDESIGN Veraion 14.06 PAGE 10 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 Invert Depth Water Q Vel Vel l Energy l Super lCriticallFlow ToplHeight /lBase Wtl No Wth Station l Elev (FT) Elev (CPS) l (FPS) Head l Grd.El.l Elev l Depth l Width lDia. -FTlor I.D.I ZL lPrs /Pip L /Elem »aw +aa +. iCh Slope .a l aaaa, aaxwxwxawaawaa ,a,a.a.xwxww...aaaa+ SF Avel alas+. HF ,a.... ISE DpthlFroude +.. +w.wxwwx.x.x.ww.a.a..a NlNOrm Dp l "N" aaaaaaa.aaa l X -Fall ZR +aaa, lType aaaa, Ch +, 1490.278 1168.776 .317 1169.093 2.10 7.70 .92 1170.01 .10 .55 1.22 1.500 .000 .00 1 .0 3.361 .0605 .0389 .13 .42 2.88 .29 .013 .00 .00 PIPE 1493.640 1168.979 .328 1169.308 2.10 7.34 .84 1170.15 .09 .55 1.24 1.500 .000 .00 1 .0 2.454 .0605 .0340 .08 .42 2.70 .29 .013 .00 .00 l_ PIPE 1996.094 1169.128 .339 1169.467 2.10 7.00 .76 1170.23 .OB .55 1.25 1.500 .000 .00 1 .0 1.888 .0605 .0297 .06 .42 2.52 .29 .013 .00 .00 l_ 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 l_ 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 l_ PIPE 1500.453 1169.392 .373 1169.765 2.10 6.10 .58 1170.34 .00 .55 1.30 1.500 .000 .00 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 .400 1169.899 2.10 5.55 .48 1170.38 .00 .55 1.33 1.500 .000 .00 1 .0 .667 .0611 .0154 .01 .40 1.83 .29 .013 .00 .00 I_ PIPE 1502.865 1169.540 .413 1169.953 2.10 5.29 .43 1170.39 .00 .55 1.34 1.500 .000 .00 1 .0 .515 .0611 .0135 .01 .41 1.71 .29 .013 .00 .00 PIPE ® w® M M M- M® M M M IM M_ r 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:30:23:35 04049R ARTISAN REDHAWK PA13 LINE "A" Q -10 HYDRAULICS ANALYSIS Y}ff.4.+ + +�« . #.1fRx 4,R R1f ♦## af, f. RRf Rffl f +i #.iiR!!R#.ffYfY4 #Invert ~�a +4 + # «,4a,Rff Rf.f Yf +h«Y4 + #.f.f«f «Y # +,f, #a +.4..,.,f #.4a if ,xR ♦,. #.h Depth Water Q Vel Vel I Energy I Super ICriticallFlow TopIHeight /Base Wtj NO Wth Station I Elev (FT) Elev (CPS) ( (FPS) Head I Grd.El.j Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I SF Avel HP ISE DpthlFroude NINOrm Dp I "N" I X -Fall ZR Type Ch 1503.380 1169.571 .428 1169.999 2.10 5.04 .40 1170.39 .00 .55 1.35 1.500 .000 .00 1 .0 .424 .0611 .0118 .01 .43 1.60 .29 .013 .00 .00 PIPE 1503.804 1169.597 .493 1170.040 2.10 4.81 .36 1170.40 .00 .55 1.37 1.500 .000 .00 1 .0 .348 .0611 .0104 .00 .44 1.50 .29 .013 .00 .00 PIPE 1504.152 1169.619 .458 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 1509.415 1169.635 .474 1170.109 2.10 9.37 .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 .27 1170.91 .00 .55 1.41 1.500 .000 .00 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 .00 .55 1.42 1.500 .000 .00 1 .0 .060 .0611 .0061 .00 .51 1.15 .29 .013 .00 .00 PIPE 1509.802 1169.658 .527 1170.185 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 1504.830 -I- 1169.660 _I- .547 _I_ 1170.207 _I_ 2.10 -I- 3.60 _I_ .20 -I- 1170.41 _I_ .OD _I_ .55 _I_ 1.94 _I_ 1.500 _I_ .000 -I- .DO 1 .0 _ t r� REDAl00.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: REDA100.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 . xw+: xxx x++++ + +.wx + ++ +wxxxx +. + + + +wxxxxx.r.xx xwwxwwwwwxxwara . xr . xxwwwwawarxx xx.x.x.x.xxwxwxx ww xxwxxwxwawawwrww :wrwww +wxwxwx ww.xaaxx Invert Depth Water Q Vel Vel I Energy I Super CriticallFlow ToplHeight/ Base Wtj INO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I SF Aver HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR IType Ch xwwxx+ w+x xx wx www+x �xxx xwxwxw+ xw xxwxxxwx +ra +wxwxxxwwxlxrrrxarwx xw x. xwxxxxxxwwlwrraaawwwwww xxwx'x . xwx.x wrxwxwww«aww wwwwrrr 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 1197.380 3.750 1151.130 21.90 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 1148.545 2.844 1151.389 21.40 6.81 .72 1152.11 .00 1.66 .00 2.000 .000 .00 1 .0 HYDRAULIC JUMP 1061.763 1198.545 .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 .36 .94 3.04 .97 .013 .00 .00 PIPE 1070.910 1148.892 .942 1149.834 21.90 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 19.81 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 1159.70 .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 M t M a&= M ® ® N* ®I � ® M ® ®. ® ® ® M. 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 Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow TOPIHeight /IHase WtI NO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.l Elev I Depth I Width Dia. -FTIor I.D.I ZL IPYS /Pip L /Elem Ch Slope SF Avel HE ISE DpthIFroude NlNOrm Dp I "N" I X -Fa11I ZR IType Ch 1109.184 1151.065 1.009 1152.074 21.40 13.47 2.82 1154.89 .50 1.66 2.00 2.000 .000 .00 1 .0 4.216 .0842 .0326 .14 1.51 2.66 .79 .013 .00 .00 I_ 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 2.46 .79 .013 .00 .00 I_ 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 1118.994 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 I_ 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 I_ 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 I_ PIPE 1125.264 1152.421 1.261 1153.682 21.40 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 I_ 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 I_ 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 I_ PIPE � iii i M M M M i ® ® iii M ® ® ® MM am ®. FILE: REDA100.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:10:28:30 04049R ARTISAN REDRAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtj INO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.l Elev I Depth I Width Dia. -FTIor I.D.1 ZL IPrs /Pip L /Elem Ch Slope SF Avel HF SSE DpthlFroude NINOrm Dp I "N" I X -Fall ZR IType Ch 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 21.90 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 SIR .0121 .0180' .15 1.66 1.00 .013 .00 .00 PIPE 1138.000 1152.900 1.569 1159.469 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 I_ PIPE 1199.920 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 I_ 1207.394 1154.427 .888 1155.315 15.50 19.23 3.14 1158.46 .00 1.42 1.97 1.500 .000 .00 1 .0 6 877 .0799 .0473 .33 .89 2.92 .77 .013 .00 .00 I_ PIPE M ao ® M M- M- 1110 M- M M� Ml r w -: r M ® ® oIIIIIIIIIIIIIN FILE: REDA100.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:10:28:10 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /lEase WtI INO 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 SF Aver HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR IType Ch 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 1155.490 .963 1156.903 15.50 12.93 2.59 1159.00 .04 1.92 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 1.42 1.41 1.500 .000 .00 1 .0 18.346 .0429 .0335 .61 1.03 2.32 .94 .013 .00 .00 PIPE 1270.953 1157.624 1.043 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 1158.450 1.142 1159.592 15.50 10.73 1.79 1161.38 .00 1.42 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 1.42 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 M M M_ M M M i M- �- i M M M M M®® M: FILE: REDAl00.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:10:28:10 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Val Vel I Energy I Super CriticallFlow ToplHeight/ Ease Wtj INO Wth Station Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPra /Pip L /Elem ICh Slope I I SF Avel HF ISE DpthlFroude NINorm Dp I 1NP1 I X -Fall ZR IType 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 .893 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 1.49 1.500 .000 .00 1 .0 13.749 .0499 .0367 .51 .85 2.61 .79 .013 .00 .00 PIPE 1323.754 1160.021 .886 1160.907 12.80 11.78 2.15 1163.06 .00 1.34 1.48 1.500 .000 .00 1 .0 9.163 .0499 .0325 .30 .89 2.42 .79 .013 .00 .00 PIPE 1332.917 1160.478 .922 1161.401 12.80 11.23 1.96 1163.36 .00 1.34 1.46 1.500 .000 .00 1 .0 6.618 .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 1.44 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 1.41 1.500 .000 .00 1 .0 3.788 .0499 .0227 .09 1.00 1.91 .79 .013 .00 .00 PIPE 1398.276 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 1162.483 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 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:10:28:30 04049R ARTISAN REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS #aaaY f.x # + a+ wxw+*#+ a. w**#+ fawxxw # # + # + #Invert +Ya +ffaxR«RwRfwR «w +.afff fax« RRRf wwww**#+#++ a+ ofafaf aaxwxRw *wxxRf * + * +wfa +a+aaaaRxf.w a * * * «Rw Depth Water Q Vel Vel I Energy I Super iCriticallFlow TopIHeight /lBase 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.1 ZL IPrs /Pip L /Elem ICh Slope I SF Avel HP ISE DpthjFroude NINOrm Dp I "N" I X -Fall] ZR iType Ch a. wx+«##+ af. Rw## offf aR++ YYffa. fRwxR# Yfa+ aaf w« x«YY * #+a +af«x.xRfR *Rw * # # # # +a +ff of af.ffaxR «RRRwfww+w « # +a+fYYY.wff aaaaa.a 1353.387 1161.501 1.144 1162.645 12.80 8.85 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 1.34 1.20 1.500 .000 1 .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 1.39 1.09 1.500 .000 1 .00 1 .0 .391 .0499 .0136 .01 1.27 1.17 .79 .013 .00 .00 PIPE 1356.380 1161.650 1.344 1162.994 12.80 7.66 .91 1163.91 .00 1.34 .92 1.500 .000 .00 1 .0 JUNCT SIR .0250 .0076 .03 1.34 1.00 .013 .00 .00 PIPE 1360.380 1161.750 2.347 1164.097 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 1378.080 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 4.70 2.74 .12 1164.25 .01 .83 .76 1.500 .000 .00 1 .0 HYDRAULIC JUMP 1380.036 1162.790 .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 FILE: REDA100.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 , w..+ w..+ a..,.....+... wx+...... w....... a .............«....««... a.........»»»»...».+.«.« a. a. .aa«.«..«a.a +.a.a.....a...«a«aa a.a.»,,. Invert Depth Water Q Vel Vel I Energy I Super Critical Flow ToplHeight /lBase Wt] No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth ( Width IDia. -FTIor I.D.1 ZL jPrs /Pip L /Elem ICh Slope I SF Avel HF SSE DpthIFroude NINOrm Dp I "N" I X -Fall ZR IType Ch 1390.062 1163.241 .974 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 9.70 9.33 1.35 1165.66 .00 .83 1.41 1.500 .000 .00 1 .0 4.433 .0499 .0359 .:.6 .49 2.75 .46 .013 .00 .00 PIPE 1406.073 1164.041 .501 1164.542 4.70 9.09 1.28 1165.62 .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 1169.893 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 9.70 8.26 1.06 1166.:2 .00 .83 1.94 1.500 .000 .00 1 .0 3.094 .0499 .0249 .08 .54 2.31 .46 .013 .00 .00 PIPE 1418.901 1164.681 .556 1165.237 4.70 7.88 .96 1166.20 .00 .83 1.45 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 .56 2.02 .46 .013 .00 .00 PIPE 1423.216 1164.896 .597 1165.493 9.70 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 4.70 6.83 .72 1166.31 .00 .83 1.48 1.500 .000 .00 1 .0 1.247 .0499 .0147 .02 .62 1.76 .46 .013 .00 .00 PIPE I• ®®___ M M M M M IM ® i M® M FILE: REDA100.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 REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow TOPIHeight/ Ease Wtj ENO Wth Station I Elev (FT) Elev (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrS /Pip L /Elem ...xx. x. x�waw+ ICh Slope a... x.... I aa+.++ a.x a... �w....+ a+..x. x.. ...a...a.aa.aa.a.+......x.x.... SF Avel HF ISE DpthIFroude NINOrm Dp .......w....xw..w..w..�x.... I "N" I X -Fall ZR IType Ch wxxxxw. 1425.985 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 PIPE 1426.955 1165.082 .665 1165.747 4.70 6.21 .60 1166.35 .00 .83 1.49 1.500 .000 .00 1 .0 .755 .0499 .0114 .01 .67 1.53 .46 .013 .00 .00 PIPE 1427.710 1165.120 .690 1165.810 4.70 5.92 .54 1166 35 .00 .83 1.50 1.500 .000 .00 1 .0 JUNCT STR .0250 .0354 .14 .69 1.43 .013 .00 .00 PIPE 1431.710 1165.220 .363 1165.583 3.30 10.01 1.56 1167.14 .00 .69 1.28 1.500 .000 .00 1 .0 26.940 .0608 .0585 1.58 .36 3.48 .36 .013 .00 .00 PIPE 1458.650 1166.857 .367 1167.224 3.30 9.83 1.50 1168."2 .00 .69 1.29 1.500 .000 .00 1 .0 16.830 .0608 .0534 .90 .37 3.40 .36 .013 .00 .00 PIPE 1475.480 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 PIPE 1479.886 1168.147 .386 1168.533 3.30 9.17 1.31 1169.84 .15 .69 1.31 1.500 .000 .00 1 .0 6.378 .0605 .0440 .28 .54 3.09 .36 .013 .00 .00 PIPE 1486.264 1168.533 .399 1168.932 3.30 8.79 1.19 1170.12 .14 .69 1.33 1.500 .000 .00 1 .0 4.253 .0605 .0385 .16 .54 2.89 .36 .013 .00 .00 PIPE 1490.517 1168.790 .413 1169.203 3.30 8.34 1.08 1170.28 .13 .69 1.34 1.500 .000 .00 1 _.0 3.128 .0605 .0336 .11 .54 2.70 .36 .013 .00 .00 PIPE ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® FILE REDAl00.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 REDHAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS * ww** rt*+++x+ x+ wx* rt* w+ axx* i#+a#+ aaxw*###+##### wrtw* rt* ia+# a+ rt+###++ xwx+ wrtw* rt*#+++##+#### a#++#+ #x+xxxxwxx *rtwxwrtw *wrtw *rtwrtw *rtwrtrt i * *w++ Invert Depth I Water Q Vel Vel I Energy I Super ICriticallFlow TOPIHeight /lBase Wtj No Wth Station I Elev (FT) j Elev (CFS) (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTIor I.D.J ZL lPrs /Pip L /Elem ICh Slope I SF Avel HF ISE DpthIFroude NINOrm Dp 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 .492 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 1170.1i1 .10 .69 1.38 1.500 .000 .00 1 .0 1.499 .0605 .0226 .03 .56 2.21 .36 .013 .00 .00 PIPE 1999.430 1169.330 .474 1169.804 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.!6 .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 1.93 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 1.49 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 FILE: REDA100.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 10 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:30 -23 -2006 Time:10:28:10 04049R ARTISAN REDRAWK PA13 LINE "A" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super CriticallFlow ToplHeight /IBase Wtj No Wth Station 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 ICh Slope I I SF Aver HF ISE DpthIFroude NINorm Dp I --NP- I X -Fall ZR iType Ch +. 4aTRRTM## 4xRR{ RR» i++ 4a{ xR*###+#+ xxf Rlf M# i# 4a4a+ R{ RRRhR1*##»{+ 4a4YRRxf {+RRRMR #iif* # #4 # #»+4a41+a..x Rf RlRIxRRRR *ii*ifT 1503.897 1169.603 .577 1170.180 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 1504.299 1169.6251 .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 1509.525 1169.641 .619 1170.260 3.30 4.79 .36 1170.62 .00 .69 1.98 1.500 .000 .00 1 .0 .174 .0611 .0072 .00 .62 1.24 .36 .013 .00 .00 PIPE 1504.698 1169.652 .692 1170.294 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 1509.797 1169.658 .666 1170.329 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 _I_ 1169.660 -I- .692 -I- 1170.352 -I- 3.30 4.14 -I- _I_ .27 -I- 1170.62 _I_ .00 -I- .69 _I_ 1.50 _I_ 1.500 _I_ .000 _I_ .00 1 .0 _ 1 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 i FILE REDLATAI.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 -1" Q -100 HYDRAULICS ANALYSIS IM M IM IM IM M PAGE Date:10 -23 -2006 Time: 121: 6 1 +�* * 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 /Eiem ICh Slope I SF Avel HF ISE DpthlFroude NINOrm Dp I "N" I X -Fa11I ZR IType Ch 1002.000 1152.900 1.570 1154.470 .50 .28 .00 1154.47 .00 .26 .00 1.500 000 .00 1 0 1 269 I _I_ 0551 .0000 .00 1.57 .00 15 .013 .00 .00 I_ PIPE 1003.269 ,1152.970 1 500 1154.470 .50 .28 .00 1159 47 .00 .26 .00 1.500 .000 .00 1 .0 2.518 .0551 .0000 .00 1.50 .00 .15 .013 .00 .00 PIPE 1005 787 1153.109 1.360 1154 969 50 .30 00 1154.4'. .00 .26 .87 1.500 .000 .00 1 .0 1 449 0551 .0000 .00 1.36 .04 .15 .013 .00 .00 PIPE 1007 236 1153 189 1.280 1154.469 .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 1154.469 .50 .33 .00 1154.47 .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 1154.469 .50 .34 .00 1154.47 .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 I_ I_ 0551 .0000 .00 1.10 .06 .15 .013 .00 .00 I_ PIPE 1011.324 1153.414 1.054 1154.468 50 .38 .00 1154.47 .00 .26 1.37 1.500 .000 .00 1 .0 794 .0551 .0000 .00 1.05 .07 .15 .013 .00 .00 PIPE 1012 118 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 M M M i M O M ® ® ® ® ® ® ® i 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 04049R ARTISAN REDHAWK PA13 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS xInvert + + + Depth Water Q Vel Val I Energy I Super CriticallFlow ToPIHeight /IBase Wtl ENO Wth Station Elev (FT) Elev (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width Dia. -FTjor I.D.I ZL lPrs /Pip L /Elem ICh Slope I I SF Avel HF SSE DpthIFroude NINorm Up I "N" I X -Fa11I ZR iType Ch 1012.8761 1153 5001 .968 1154 468 .50 .41 .00 1154.97 .00 .26 1 44 1.500 .000 00 1 .0 .703 .0551 .0000 .00 .97 .08 .15 .013 00 .00 PIPE 1013 579 1153.5381 929 1154.468 .50 .43 .00 1154.47 .00 .26 1.46 1.500 .000 00 1 .0 648 0551 0000 00 .93 .09 .15 .013 .00 .00 PIPE 1014.227 1153 574 .893 1154.467 .50 .46 .00 1154.47 .00 .26 1.47 1.500 .000 00 1 .0 .630 .0551 .0001 .00 89 .09 .15 .013 .00 .00 PIPE 1014.857 1153.609 .858 1154.467 .50 .48 .00 1154.4 7 .00 26 1.48 1 500 .000 .00 1 .0 .575 0551 .0001 .00 .86 .10 .15 .013 .00 .00 PIPE 1015 431 1153.641 .826 1154.467 .50 .50 .00 1159.47 .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 1159.466 .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 1159.466 .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 .DO PIPE 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 ARTISA4 REDHAWK PA13 LATERAL "A -1" Q -100 HYDRAULICS ANALYSIS Invert + + Depth{ a Water Q Vel Vel I Energy I Super ICritrcallFlow TOPIPeight /IBase Wtl ENO Wth Station Elev (FT) Elev (CFS) (FPS) Head I Grd E1.1 Elev I Depth I Width Dia. -FTlor I D I ZL Prs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthjFroude NINorm Dp I "N" I % -Fall ZR IType 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 1018.392 1153.804 .660 1154 964 50 67 01 1154.4 "' .00 .26 1.49 1.500 000 .00 1 0 .424 .0551 0002 .00• .66 .17 .15 .013 .00 .00 PIPE 1018 8161 1153.8271 6361 1154 4631 .50 70 01 1154.9" .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 1154.4- .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 1019.9351 1153.8891 5721 1154 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 1154.97 .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 M ® ® i _ ® ® i i ® M _ ® M M i i FILE. REDLATAI.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 4 Program Package Serial Number: 1666 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 Val Val Energy I Super [CriticallFlow ToplHeight /IBase Wtj INO Wth Station Elev (FT) Elev (CPS) (FPS) Head Grd.El I Elev I Depth I Width Dia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthIFroude NINorm Up I "N" I X -Fall ZR IType Ch 1021 217 1153.960 .497 1159.457 .50 .98 01 1154 47 .00 26 1.41 1 500 .000 .00 1 0 284 0551 .0004 .00 .50 .29 .15 .013 .00 I .00 PIPE I 1021.501 I I 1153.975 .480 I 1154.455 I I .50 1.02 I .02 1154.4; I .00 I .26 I 1.40 I 1 500 I .000 .00 1 I_ 0 263 .0551 I I_ .0005 00 .48 .31 .15 .013 .00 I I .00 PIPE I 1021 7641 1153.9901 .464 I 1154.454 I I .50 1.07 I .02 1154.47 I .00 I .26 I 1 39 I 1.500 .000 00 1 .0 .260 .0551 .0006 .00 .46 .33 .15 .013 .00 I I .00 PIPE I 1022.024 1154.004 .448 1154.452 I I .50 1.13 I .02 1154.47 I .00 I .26 I 1.37 I 1500 . .000 .00 1 .0 239 .0551 .0006 .00 .45 .35 .15 .013 .00 I I .00 PIPE I 1022.263 I I 1154.017 .433 I 1154.450 I I .50 118 . I .02 1154.47' I .00 I 26 I 1.36 I 1.500 .000 .00 1 .0 .236 .0551 .0007 .00 43 .37 .15 .013 .00 .00 PIPE 1022.499 1154.030 418 1159.448 .50 1.29 .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 1159.440 .50 1.30 .03 1159.47 .00 .26 1.33 1.500 .000 .00 1 .0 HYDRAULIC JUMP 1022.606 1154.036 .154 1154.190 .50 5.23 42 1159.61 .00 .26 .91 1.500 .000 .00 1 .0 2.037 .0551 .0433 .09 .15 2.84 .15 .013 00 I I .00 PIPE I 1024.643 I I 1154.149 .159 I 1154.308 I I .50 4.97 I .38 1154.69 I .00 I .26 I .92 I 1.500 .000 .00 1 .0 1.7021 0551 - �� _ .0376 .06 16 2.65 .15 .013 .00 .00 PIPE M ® _ ® M _ ® ® i ® ® M ® ® ® ® i 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 #�+ Depth Water Q Vel Vel Energy I Super ICriticallPlow ToplHeight/ Base Wtl No Wth Station I Elev (FT) Elev (CFS) (FPS) Head Grd E1.1 Elev I Depth I Width jDia. -FTjor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I I SF Aver HF ISE DpthIFroude NINorm Dp I -N'- I X -Fall ZR IType Ch 1026 345 1154.242 .164 1154 406 50 9.74 .35 1154.76 00 .26 .94 1.500 .000 .00 1 .0 1 151 .0551 .0328 .04 .16 2.49 .15 .013 00 .00 PIPE 1027 4961154.306 .170 1154.476 50 9 52 32 1154.79 .00 .26 .95 1.500 .000 00 1 .0 .899 .0551 .0286 .03 .17 2 33 .15 .013 00 .00 PIPE 1028.395 1154.355 .175 1154.531 .50 4.31 .29 1154.82 .00 .26 .96 1.500 .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 PIPE 1029.599 1154.422 .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 1154.496 .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 .00 .00 PIPE 1030.362 1154.464 .200 1159.664 .50 3.56 20 1154.86 .00 .26 1.02 1.500 .000 .00 1 .0 .268 0551 .0195 .00 .20 1.69 .15 .013 .00 .00 PIPE 1030.630 1159.979 .207 1154.686 .50 3.40 18 1154.86 00 .26 1.03 1.500 .000 00 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 .0551 .0111 .00 .21 1.49 .15 .013 .00 .00 PIPE FILE: REDLATAI 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 -1" Q -100 HYDRAULICS ANALYSIS M ® i _ i ® i i PAGE Date:10 -23 -2006 Time: 1:21: 6 6 {� #invert Depth �+ Water Q Vel Vel Energy I Super CriticallFlow ToplHerght /113ase Wtj ENO Wth station 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 I I SF Avel HF ISE DpthIFroude NINorm Dp I -N-- I X -Fall ZR IType Ch 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 1159 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 1159.518 .243 1154 761 50 2.68 .11 1159.87 .00 .26 1.11 1.500 000 .00 1 .0 023 0551 .0064 00 .24 1.15 15 013 00 .00 PIPE 1031.3671 1154.5191 .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 1031.3801'7154.520 .262 1154.782 .50 2 42 .09 1154.87 .00 .26 1 14 1.500 .000 .00 1 .0 1 1 1 1- 1 REDLATA2.WSW Tl 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 Page 1 r. 000 .000 0 FILE REDLATA2.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 -2" Q -100 HYDRAULICS ANALYSIS ® i i M i - ® M PAGE 1 Date:10 -23 -2006 Time: 1:21:16 Invert �« Depth Water Q Vel Vel Energy I Super iCriticallFlow TcplHeight /113ase Wtj JNo Wth Station 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 SF Avel HF ISE DpthIFroude NINorm Dp I "N" I Y. -Fall ZR IType Ch 1002.000 1152 900 1.570 1154.470 3 60 2 04 .06 1154.53 .00 .72 00 1.500 .000 .00 1 .0 394 .1788 .0012 .00 1.57 .00 .29 .013 .00 .00 PIPE 1002 394 1152.970 1.500 1154.470 3 60 2 09 .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 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 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 1 472 .1788 .0695 .10 36 3 87 .29 .013 .00 00 PIPE 1008.294 1159.025 .371 1154 396 3 60 10.55 1.73 1156.13 00 .72 1.29 1.500 .000 .00 1 .0 1.222 .1788 .0608 .07 .37 3.62 29 .013 .00 .00 PIPE 1009.516 1154.249 .384 1154.628 3.60 10.06 1.57 1156 10 .00 .72 1.31 1.500 000 .00 1 .0 1 034 .1788 .0531 .05 .38 3.39 .29 .013 00 .00 PIPE 1010.550 1154.429 .397 1154.826 3.60 9.59 1.43 1156.26 .00 .72 1.32 1.500 .000 .00 1 .0 876 .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:10 -23 -2006 Time: 1:21:16 04049R ARTISAN REDHAWK PA13 LATERAL "A -2" Q -100 HYDRAULICS ANALYSIS Invert Depth `�a Water +I ++ Q +" Vel Vel Energy I Super ICriticallFlow TopiHeight /113ase Wtj No wth Station I Elev (FT) Elev (CPS) (FPS) Head Grd.El I Elev I Depth I Width IDia. -FTIor I.D.1 ZL jPrs /Pip L /Elem ICh Slope I I I I SF Avel HE ISE DpthIFroude NINOrm Dp 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 1.34 1.500 .000 .00 1 0 .754 .1788 .0407 03 .41 2.97 .29 .013 .00 00 PIPE 1012. 180 .425 1155 145 3 60 8.72 1.18 1156.31 .00 .72 1.35 1.500 .000 .00 1 .0 645 1788 .0356 .02 .43 2.78 .29 .013 .00 00 PIPE 1012.8..5 1154.835 440 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 .471 1155.492 3.60 7 56 89 1156.38> .00 .72 1.39 1.500 .000 .00 1 .0 .411 .1788 .0239 .01 .47 2.28 .29 .013 00 .00 PIPE 1014.276 1155 095 .488 1155.583 3.60 7 21 .81 1156.39 .00 .72 1.91 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 1.43 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 i 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 +�+ +�+ +�a Invert Depth Water Q Vel Vel I Energy I Super CriticaljFlow ToplHeight /lBase Wtj 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 /Elem iCh Slope I SF Aver HF ISE Dpth)Froude NINorm Dp I "N" I X -Falb ZR IType Ch 1015.412 1155.298 .561 1155 859 3 60 5.96 .55 1156.41 .00 .72 1 95 1.500 .000 .00 1 0 .175 .1788 .0124 .00 .56 1.63 .29 .013 00 .00 PIPE 1015 587 1155.329 .562 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 5.92 .46 1156 41 .00 .72 1.97 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 .39 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 1155.410 .724 1156.134 3.60 4.26 .28 1156.42 .00 .72 1.50 1 500 .000 00 1 .0 i 1 1 REDLATA3.WSW T1 04049R ARTISAN REDHAWK 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 0 000 .000 0 n ®, ® MM MM ® i ® MM M M M M == i i FILE: REDL2'.TA3.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 04049R ARTISAN REDHAWK PA13 LATERAL "A -3" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Val I Energy I Super ICriticallFlow ToplHeight /lBase Wtl No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTlor I.D I ZL lPrs /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 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 I I I I I I I I I 1 I 1031 110 .1162.710 1.550 1164 260 .30 .17 .00 1164.26. .00 .20 00 1.500 .000 .00 1 .0 1 1 1 Page 1 REDLATA4.WSW T1 04049R ARTISAN REDHAWR 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 8.000 .0 Page 1 M ® ® ® MM v ® ® ® ® ® M 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 +++++++++ w+ a+ x++++**+* aa++++++** w*+ xa+ a+++++ a+++++++++++*+**+**+ a+ a++ a+ a+ a++++ a++++ a+ a+ a++ a +a +aaaa + + + + + + + + + + * + * + * * + *w * * + +* * w +a + ** Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /Ease Wtl No Wth Station I Elev (FT) Elev (CPS) (FPS) Head I Ord E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL lPrs /Pip L /Elem ICh Slope I OF Avel HF ISE DpthlFroude NINorm Up I "N" I X -Falll ZR iType Ch + + + +++++ w*++ a+++++* w+*+ w++ a++++ a+++++* w*** w***+*+ a+++ a++++++ x+ a++ a++ a+ a+ xaxax +a +a * + * +*+ * * * * *w *ww + + ++ + + + + + +a +a+a +xx 1001.750 1161.750 2.350 1164 100 8.30 4.70 .34 1164.49 .00 1 12 .00 1.500 .000 .00 1 0 13 490 .0200 .0062 .08 2 35 .00 .80 .013 .00 .00 PIPE 1015 290 1162 020 2.164 1164 184 8.30 4.70 .34 1164.53 .00 1.12 00 1.500 .000 .00 1 .0 J'JNCT SIR 0250 .0060 .02 2.16 00 013 .00 .00 PIPE 1019 240 1162.120 3 136 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 1003 798 1163 015 1.500 1154 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 0.00 9 65 .34 1169 .8b .00 1.10 .73 1 500 .000 00 1 .0 0 000 .000 0 REDLATAS.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 1 Page 1 0 000 .000 0 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 *Invert +� + +� Depth{ Water Q Val Vel I Energy I Super ICriticallFlow TOPIHeight /IBase WtI INO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.E1.I Elev I Depth I Width Dia. -FTlor I D.I ZL IPrs /Pip L /Elem 4I+ ICh Slope I SF Avel HF ISE DpthIFroude NlNorm Dp I "N" I X -Fall ZR IType Ch 1001.750 I 1165.220 221 I 1165.441 I I 70 4 32 I .29 1165 73 I .00 I I .31 1.06 I 1.500 I I 000 .00 I 1 .0 1.375 .0202 0199 .03 22 1.95 .22 .013 .00 .00 PIPE 1003 125 1165 248 .222 1165 970 .70 4.28 .28 1165.7: .00 .31 1 07 1.500 .000 00 1 .0 10 917 .0202 .0184 .20 .22 1.93 22 013 .00 00 PIPE 1014.043 1165.468 .229 1165.697 70 4.08 26 1165.96 .00 .31 1.08 1.500 .000 .00 1 0 3.815 .0202 .0161 .06 .23 1.81 .22 .013 00 .00 PIPE 1017 858 1165.545 237 1165.782 .70 3.89 .24 1166.02 .00 .31 1.09 1.500 .000 .00 1 0 2 195 .0202 .0141 .03 .24 1.69 .22 013 .00 .00 PIPE 1020 052 1165 589 .245 1165.839 .70 3.71 .21 1166.05 .00 .31 1.11 1.500 .000 .00 1 0 1.452 .0202 .0123 .02 25 1.59 .22 .013 .00 .00 PIPE 1021.504 1165 619 .253 1165.872 .70 3.54 .19 1166.07 .00 .31 1.12 1.500 .000 .00 1 0 .920 .0202 .0107 .01 25 1.49 .22 .013 .00 .00 PIPE 1022.4291 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 0 .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 .0 .329 .0202 .0072 .00 .28 1.22 .22 .013 .00 .00 PIPE ® ® ® ■o s _ ® M ® ® ® ® ® ® ® M M FILE REDLATAS.WSW W S P G W- CIVILDESIGN Version 14.06 PAGE 2 Program Package Serial Number: 16BG WATER SURFACE PROFILE LISTING Date 10 -23 -2006 Time: 1:45: 2 04049R ARTISAN REDHAWK PA13 LATERAL "A -5" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /113ase Wt1 No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width Dia. -FTlor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 1 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 1024.028 .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 .00 1 .0 _I_ _I_ _I_ _I_ _I_ _I_ _I_ -I- _I_ _I_ _I_ _I_ _I_ I- t t t t REDLATA6.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "A -6" Q -100 HYDRAULICS ANALYSIS T3 50 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 i M® M M® M r M M®� r� M M IM ®® M FILE: REDLATA6.WSW W S P G W- CIVILDESIGN Verson 14.06 PAGE 1 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING Date:10 -23 -2006 Time: 1 45:12 040498 ARTISAN REDHAWK PA13 LATERAL "A -6" Q -100 HYDRAULICS ANALYSIS + +Invert + + Deptha �+ Water Q Vel Vel I Energy I Super ICriticallFlow TcplHeight/ Rase 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 I 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 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 B 65 1 16 1166.6? .00 .33 .90 1.500 .000 .00 1 .0 2 974 .1562 .1224 .36 .15 4.76 .14 .013 .00 .00 PIPE 1005 5831 1165.819 .155 1165 974 .80 B 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 3101 .165 1166.475 .80 7.50 .87 1167 3° .00 .33 94 1.500 .000 .00 1 0 .979 .1562 .0812 06 .17 3.92 .14 .013 .00 00 PIPE 1009.706 1166 463 171 1166.634 .80 7.15 .79 1167.4? .00 33 .95 1.500 .000 00 1 .0 .777 .1562 .0710 .06 .17 3.68 14 .013 .00 .00 PIPE 1010.982 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 .OD 1 0 .442 .1562 0472 .02 .19 3.03 .14 .013 .00 .00 PIPE ® r® M r rr r r r� s r r M MI r r 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 Y +++.aa+♦ f #{ {iii * a +.a + +{ Y +Ia iiY.i4+ .+f#+++# t{# i4+# 4ff#{ Yii+. a.+ a+ a+ a.+ a. aa. a.. a. aY. i++ ii+Y # {i. + {+i{i ++{ +a+a+++a +i+i #{ ++ +a{+ Invert Depthi Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /IRase Wtl ]No Wth Station I Elev (FT) Elev 1 (CPS) I (FPS) Head I Grd.E1.1 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 1012.083 1 1166 834 .195 1167.029 .80 5.91 .54 1167.57 .00 .33 1.01 1.500 000 .00 1 .0 1_ 376 .1562 .0412 .02 .20 2.84 .14 .013 00 .00 PIPE I 1012.459 I 1166.893 I 201 . I 1167 094 I I .80 5 63 I .49 1167.59 I .00 I I 33 1.02 I I 1500 . I 000 .00 1 .0 .314 .1562 .0359 .01 .20 2.66 .14 .013 .00 I .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 I 00 PIPE I 1013.277 I 1167.020 I I .222 1167.242 I I 80 4.88 I .37 1167 61 I .00 I I .33 1.07 I I 1500 . .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 4.49 .31 1167.62 .00 33 1.09 1.500 .000 .00 1 .0 .144 .1562 .0182 .00 .24 1.93 .14 .013 I .00 I .00 PIPE I 1013.789 1167.100 I .245 1167.345 I I .80 4.23 I .28 1167.62 I .00 I I 33 1.11 I 1.500 .000 .00 1 .0 .116 .1562 .0159 .00 .25 1.81 .14 .013 .00 00 PIPE 1013.905 1167.118 .259 1167.373 .80 9.04 .25 116763 . .00 .33 . 113 1.500 .000 .00 1 .0 .105 .1562 .0139 00 .25 1.69 .14 l_ .013 .00 .00 PIPE M M M M ® mom ® ® � 4= .M ® ® 4M 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 {�+ *�{ Invert Depth Water Q Vel Vel Energy I Super ICriticallFlow ToplHeight /Base Wtj NO Wth Station Elev (FT) Elev (CFS) (FPS) Head Grd.El.I Elev I Depth I Width iDia -FTlor 1.D.1 ZL lPrs /Pip L /Elem ICh Slope I I SF Avel HE ISE DpthlFroude NINOrm Up I "N" I X -Falll OR Type Ch 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 .1167.148 271 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 'I- .00 1 .0 -I- .049 -I- .1562 -I- _I_ -I- _I_ -I- .0093 -I- .00 _I_ .28 -I- 1.39 _I_ .14 I_ .013 .00 .00 1_ PIPE 1014.211 1167 166 .290 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 2561 1167.173 399 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 378 1167 177 310 1167.487 .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 1 i 1 1 1 1 1 1 1 1 i 1 REDLATA7.WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "A -7" Q -100 HYDRAULICS ANALYSIS T3 SO 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 Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight/ Base Wtj (No Wth Station I Elev I (FT) Elev (CFS) I (FPS) Head I Grd.E2.1 EleV I Depth I Width IDia. -FTIor I.D.1 ZL jPrs /Pip L /Elem ICh Slope I I SF Avel HF ISE DpthIFroude NINOrm Up 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 I 1 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 REDLATA8.WSW T1 04049R ARTISAN REDHAWK 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 9 M M our - M M M M M M IM IM IM M M M IM ■ur M FILE REDLATAB.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 Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /lease Wtj No wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.I Elev I Depth I Width IDia. -FTIor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I SF Avel HE ISE DpthIFroude NINOrm DR I "N" I X -Fall ZR Type Ch 1001.750 1159.050 .267 1159.316 2.70 12.72 2.51 1161.83 .00 62 1.15 1.500 .000 .00 1 .0 3.055 .1878 .1320 .40 .27 5 21 .25 .013 .00 .00 PIPE 1004.805 .1159.624 .273 1159.897 2.70 12.23 2.32 1162.22 .00 62 1.16 1.500 .000 .00 1 .0 2.835 1878 .1168 .33 .27 4.94 .25 .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 1011.449 1160.870 .302 1161.172 2.70 10.60 1.75 1162.91 00 .62 1.20 1.500 .000 .00 1 .0 1 353 .1878 .0779 .11 .30 4.06 .25 .013 .00 .00 PIPE 1012.796 1161.124 .312 1161.436 2.70 10 11 1.59 1163.02 .00 .62 1.22 1.500 .000 00 1 .0 1.113 .1878 .0681 .08 .31 3.80 .25 .013 00 00 PIPE 1013.909 1101.333 .323 1161.656 2.70 9.64 1.49 1163.10 .00 .62 1 23 1.500 .000 .00 1 .0 .937 .1878 .0595 .06 .32 3.56 .25 .013 .00 .00 PIPE 1014.8461 1161 509 .334 1161 843 2.70 9.19 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 FILE: REDLATA8.WSW W S P G W - CIVIL DESIGN 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 Invert Depth Water Q Val Val I Energy I Super CriticallFlow ToplHeight /lBase Wtj INO Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width Dia. -FTIor I.D I ZL lPrs /Pip L /Elem Ch Slope IF Avel HE SSE DpthIFroude NINorm Dp I I X -Falll 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 696 369 1162.265 2.70 7 99 .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 1162.202 923 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 .938 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 PIPE 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 M M M IIIIIIIIIIIIIIIIIIN M®®_ M i® i FILE: REDLATAS.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 1:45.29 04049R ARTISAN REDHAWK PA13 LATERAL "A -8" Q -100 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel Energy I Super iCriticallFlow ToplHeight /lBase Wt� No Wth Station Elev (FT) Elev (CPS) (FPS) Head Grd.El Elev I Depth I Width IDia. -FTIor I D I ZL lPrs /Pip L /Elem Ch Slope SF Avel HF ISE DpthIFroude NINorm Dp I "N" I X -Fall ZR IType Ch 1019.418 1162 368 .486 1162.854 2.70 5.44 .46 1163.31 .00 62 1.40 1 500 000 .00 1 .0 .141 .1878 .0120 .00 49 1.61 .25 .013 .00 .00 PIPE 1019.5591 1162 .394 503 1162 897 2 70 5.19 .42 1163.3? .00 .62 1.42 1.500 .000 .00 1 .0 113 .1878 .0105 .0, .50 1.51 .25 .013 .00 .00 PIPE 1019.672 1162.415 .521 1162 936 2 70 4.95 .38 1163.32 .00 .62 1.43 1.500 .000 .00 1 .0 093 .1878 .0092 00 .52 1 41 .25 .013 .00 .00 PIPE 1019 764 1163.433 .539 1162.972 2.70 9 72 35 1163.32 .00 .62 1.44 1 500 .000 .00 1 .0 .063 1878 0081 .00 .54 1 32 .25 .013 .00 00 PIPE 1019.827 1162 444 .559 1163.004 2.70 4 50 .31 1163.3: 00 .62 1.45 1.500 .000 .00 1 .0 .047 .1878 0071 .00 .56 1.23 .25 .013 00 .00 PIPE 1019.875 1162 453 579 1163.032 2.70 4 29 .29 1163.32 .00 .62 1 46 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 1.500 .000 .00 1 .0 .008 .1878 .0054 .00 .60 1.07 25 .013 .00 00 PIPE 1019.910 -I- 1163.460 _I_ .633 _I_ 1163.083 _I_ 2.70 -I- 3.89 _I_ 23 _I_ 1163 32 _I_ .00 -I- 62 -I- 1 48 _I_ 1.500 _I_ 000 _I_ 00 1 0 I_ 1 1 REDBIO.WSW T1 04049R ARTISAN REDHAWK 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 JX 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 I i M' i' M M® i i IM M M _ M M i M FILE: REDBI0.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:30:49:10 04049R ARTISAN REDHAWK PA13 LINE "B" Q -10 HYDRAULICS ANALYSIS : +ax«rwwaa +. +a ++ «+ aaa.+ wxrx+ aa+. axwwaa ..ar«xaw +aa +aax.xx.raaa +aa +a +w axrarrrwaa aaa as aa. xax+ rar «rr +rawa+r +w +a +.a +. +. a. +a.xaa .aaw +aar Invert Depth Water Q Vel Vel I Energy I Super CriticallFlow Top]Height /Base Wtj No Wth Station 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 I SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR IType Ch rrw +aaaaawx«w +. +a+xx«waa aaxwxxr + +walaaw wrxrrra +aaaa «xwrxrrrwa +aaaaaalaaxwxrr rrrrrrrrrawa +a +aaaa aaw +a +xxrxr. «rrx rrxrxxx 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 1156.614 7.50 2.39 .09 1156.70 .00 .97 .00 2.000 .000 .00 1 .0 SUNCT SIR .0250 .0011 .00 6.11 .00 .013 .00 .00 PIPE 1020.520 1150.600 6.019 1156.619 7.50 2.39 .09 1156.'1 .00 .97 .00 2.000 .000 .00 1 .0 6.780 .5281 .0011 .01 6.02 .00 .29 .013 .00 .00 PIPE 1027.300 1154.180 2.955 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 1159.514 7.50 21.72 7.33 1161.(19 .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 .5261 .2782 .73 .33 7.94 .29 .013 .00 .00 PIPE 1030.230 1155.728 .345 1156.073 7.50 20.68 6.69 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 IM 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 +...«.... w+«. a......+.. a.. wwwa......«+ w««. a...+«.. a...««+ a..... a......«+ w.........« ........ ........a.... «w «.w... «. «....... ........ Invert Depth Water Q ( Vel Vel I Energy I Super ICriticallFlow ToplHeight /Base Wtj No Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.EI.I Elev I Depth I Width Dia. -FTjor I.D.1 ZL Prs /Pip L /Elem .+......+ ICh Slope w... a.... I ww+.«.....+ w«+ a........ I ww«+. a. a........ SF Avel aw. HF www«.«+ ISE DpthIFroude a. a. a...... NINOrm a. ..I... Dp +a.wa.«.ww I "N" I «w� X -Fall +w + + + + +. ZR «... IType Ch ......w 1035.425 1158.471 .381 1158.852 7.50 17.92 4.99 1163.84 .00 .97 1.57 2.000 .000 .00 1 .0 1.203 .5281 .1619 .19 .36 6.12 .29 .013 .00 .00 PIPE 1036.627 1159.106 .394 1159.500 7.50 17.09 4.53 1169.73 .00 .97 1.59 2.000 .000 .00 1 .0 1.030 .5281 .1416 .15 .39 5.73 .29 .013 .00 .00 PIPE 1037.658 1159.650 .908 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 PIPE 1038.552 1160.122 .421 1160.543 7.50 15.53 3.75 1164.29 .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 PIPE 1090.007 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 13.96 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 PIPE 1091.595 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 ®- ® ® ! ! 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:10:49:10 04049R ARTISAN REDHAWK PA13 LINE "B" Q -10 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtl 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 ICh Slope I SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X -Fall ZR iType Ch 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 1092.370 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 1164.62 .00 .97 1.81 2.000 .000 .00 1 .0 .251 .5281 .0324 .01 .57 2.78 .29 .013 .00 .00 PIPE 1043.229 1162.592 .591 1163.183 7.50 9.65 1.44 1169.53 .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 1164.64 .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 1164.55 .00 .97 1.89 2.000 .000 .00 1 .0 .128 .5281 .0167 .00 .68 1.99 .29 .013 .00 .00 PIPE FILE: REDBI0.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 -10 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /Base Wtj NO Wth Station I Elev (FT) Elev j (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem x« xwaaa.....+ ICh Slope xw+ waaa... I I x.. wwa+ a+ aaa.. w++ wwwwww+ aaaal. SF Avel ax.+ ax..+.x..... HF ISE DpthIFroude xwwxxwwwwwww NINOrm +aa Dp +aa +aa + I "N" +aa. +a+axaxa.a..xaa I X -Fall ZR IType la+.a..a Ch 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 I .728 1163.834 7.50 7.25 .82 1164.15 .00 .97 i 1.92 2.000 .000 .00 I 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 .79 1169.65 .00 .97 1.94 2.000 .000 .00 1 .0 .076 .5281 .0112 .00 .75 1.63 .29 .013 .00 .00 PIPE 1044.371 1163.195 .782 1163.977 7.50 6.59 .67 1164.65 .00 .97 1.95 2.000 .000 .00 1 .0 .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 1044.485 1163.255 .890 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 1099.549 -I- 1163.289 -i- .903 -I- 1164.192 7.50 5.44 .96 1164.65 .00 .97 1.99 2.000 .000 .00 I 1 .0 .017 .5281 -i- -I- -I- -I- .0059 .00 -I- -I- .90 -I- 1.15 -I- .29 -I- .013 -I- .00 .00 1- PIPE 1044.566 1163.298 .936 I 1164.234 7.50 5.19 .42 1164.65 .00 .97 2.00 2.000 .000 .00 1 .0 .004 .5281 .0052 .00 .94 1.08 .29 .013 .00 .00 PIPE e e e e e e e e e e e e e e e e e e e FILE: REDBI0.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:10:49:10 04049R ARTISAN REDHAWK PA13 LINE "B" Q -10 HYDRAULICS ANALYSIS Invert Depth Water Q Vel Val I Energy I Super CriticaljFlow ToplHeight /IBase Wtj ENO 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 /Elem iCh Slope SF Avel HF ISE DpthIFroude NINOrm Dp I "N" I X-Fallj ZR IType Ch 1044.570 1163.300 .973 1164.273 7.50 4.94 .38 1164.65 .00 .97 2.00 2.000 .000 .00 1 .0 JUNCT SIR - 1.2000 .0036 .03 .99 1.00 .013 .00 .00 PIPE 1052.820 1153.400 11.292 1164.692 5.10 2.89 .13 1169.32 .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 1158.882 6.149 1165.031 5.10 2.89 .13 1165.16 .00 .87 .00 1.500 .000 .00 1 .0 JUNCT SIR .0245 .0016 .01 6.15 .00 .013 .00 .00 PIPE 1193.760 1158.980 6.232 1165.212 2.90 1.64 .09 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_ a 1 1 1 1 REDB100.WSW T1 04049R ARTISAN RED14AWK 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 JX 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 1000 .000 .00 Q 1.000 .0 Page 1 FILE: RED2100.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:10:50:32 04049R ARTISAN REDHAWK PA13 LINE "B" Q -100 HYDRAULICS ANALYSIS . . Invert Depth Water Q Val Val I Energy I Super CriticallFloW ToplHeight /IBase Wtj No Wth Station 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 I Ch Slope I I SF Aver HF SSE DpthIFroude NINOrm Dp I "N" I X -Fall ZR Type 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 1016.526 1150.500 6.137 1156.637 12.00 3.82 .23 1156.36 .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 6 098 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 1162.36 .00 1.29 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 1155.268 .956 1155.729 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 1031.940 1156.366 .972 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 .000 .00 1 .0 1.492 .5281 .1539 .23 .49 6.05 .37 .013 .00 .00 PIPE 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:30:50:32 04049R ARTISAN REDHAWK PA13 LINE "B" Q -100 HYDRAULICS ANALYSIS aa....+ a.++. a+a.. a+ ww«+ aaa.+.+.« x+ w.+«.+ aa.. aaaa......... a.......+..... a..... aa... a. a...... ..... +aa.a.. +. +........a....... ...a. +.. Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow TOPIHeight/ Base Wtj No Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.j Elev I Depth I Width Dia. -FTjor 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 Type Ch 1D34.683 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 1169.51 .00 1.29 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 1.29 1.78 2.000 .000 .00 1 .0 .972 .5281 .1030 .10 .54 4.96 .37 .013 .00 .00 PIPE 1038.059 1159.859 .559 1160.418 12.00 16.68 9.32 1164.79 .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 1169.82 .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 1040.902 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 M M M M M M M w M M ■■ M M M M M s 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 Invert Depth Water Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /Base Wtl 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 IPrs /Pip L /Elem Ch Slope SF Aver HF SSE DpthIFroude NjNOrm Dp I "N" I X -Falb ZR iType Ch 1041.877 1161.878 .688 1162.566 12.00 12.53 2.94 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 1092.283 1162.092 .712 1162.809 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 1092.639 1162.281 .738 1163 019 12.00 11.39 2.02 1165.03 .00 1.24 1.93 2.000 .000 .00 1 .0 .317 .5281 .0313 .01 .74 2.72 .37 .013 .00 .00 PIPE 1042.956 1162.948 .769 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 PIPE 1043.233 1162.594 .792 1163.386 12.00 10.36 1.67 1165. u5 .00 1.24 1.96 2.000 .000 .00 1 .0 .243 .5281 .0241 .01 .79 2.37 .37 .013 .00 .00 PIPE 1043.475 1162.722 .821 1163.543 12.00 9.88 1.51 1165.06 .00 1.29 1.97 2.000 .000 .00 1 .0 .212 .5281 .0211 .00 .82 2.21 .37 .013 .00 .00 PIPE 1043.688 1162.839 .851 1163.685 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 1043.873 1162.932 .882 1163.814 12.00 8.90 1.25 1165.07 .00 1.24 1.99 2.000 .000 .00 1 .0 .158 .5281 .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 1.24 1.99 2.000 .000 .00 1 .0 .135 .5281 .0143 .00 .92 1.80 .37 .013 .00 .00 PIPE 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 REDRAWN PA13 LINE "B" Q -100 HYDRAULICS ANALYSIS fhifa,ff x rtf4faa,a♦ hInvert #Y #aia #fx #ia # #a fxffYYiY iiartY,i,4,a,axhrti #a #a #a Yff ffxlx ff fhi +Yaa# aia ,a #aaafaf4aalaa „«affaf„afa,a,fa afa,f ,ff �f Deptha Water Q Val Vel I Energy I Super ICriticallFlow ToplHeight/ 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 lPrs /Pip L /Elem f+rtY aaaaffx Ch Slope +,.f,aff.f.rtY « «ff.ff # + #rt aaaa.aff.a.axfw +girt SF Aver #Ya +a�afaafaff.a.f HF ISE DpthIFroude xxYf« NINOrm rtirti «,a DP «aafa,af.f.fffafffxxwxxxx I "N" I X -Fall ZR #x IType x #xi#hh Ch 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 .113 .5281 .0126 .00 .95 1.68 .37 .013 .00 .00 PIPE 1094.278 1163.196 .985 1169.131 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 1163.194 1.023 1164.218 12.00 7.92 .85 1165.07 .00 1.29 2.00 2.000 .000 .00 1 .0 .075 .5281 .0098 .00 1.02 1.45 .37 .013 .00 .00 PIPE 1044.445 1163.234 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 1099.500 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 1164.432 12.00 6.93 .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 1099.563 1163.296 1.194 1164.990 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 1.249 1164.594 12.00 5.89 .53 1165.07 .00 1.24 1.99 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 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 Invert Depth Water Q Vel Vel ( Energy I Super CriticaljFlow ToplHeight/ Base Wtj No Wth Station Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth f Width Dia. -FTIor I.D.1 ZL lPrs /Pip L /Elem ICh Slope I I SF Avel HF ISE DpthIFroude NjNorm DP I "N" I X -Fall ZR IType Ch 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 1189.760 1158.882 7.032 1165.914 8.20 4.69 .33 1166.25 .00 1.11 .00 1.500 .000 .00 1 .0 JUNCT SIR .0245 .0041 .02 7.03 .00 .013 .00 .00 PIPE 1193.760 1158.980 7.381 1166.361 4.90 2.77 .12 1166.98 .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 1166.495 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 1 1 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 Page 1 0 000 .000 0 a =I= M M M M M M M M M M M M M M M M M 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 Invert `�` Depth Water a + Q Val Vel +I+ EnergyaI Super ICriticallFlow ToplHeight /IBase Wtl ENO Wth Station I Elev (FT) Elev (CPS) I (FPS) Head I Grd.El.l 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 DpthIProude NINorm Dp I °N° I X -Fall) ZR IType Ch 1002 000.1153 400 1165.090 3.60 2.04 .06 1165 lU .00 72 .00 1.500 .000 00 1 .0 10.630 .2465 .0012 01 11.64 00 27 .013 .00 .00 PIPE I I I I I I I I I I I 1012 630 1156.0201 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- 1 1 1 1 r 1 1 r r r 1 r i 1 r r r REDLATB2 WSW T1 04049R ARTISAN REDHAWK PA13 T2 LATERAL "13-2" 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 0 000 .000 0 u M M i• M- ® M MI M M M M M M M M M M M M FILE. REDLATB2 WSW W S P G W - CIVTLDESIGN 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 "B -2" Q -100 HYDRAULICS ANALYSIS {Invert Depth Water Q Vel Vel Energy I Super ICriticallFlow TopIHeight /IBase WtI iNO Wth Station I Elev (FT) Elev (CPS) (FPS) Head Grd.El.I Elev I Depth I Width Dia -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I SF Avel HT ISE DpthIFroude NINorm Dp I "N" I X -Fa11I ZR IType Ch 1002.0001 1153.4001 11.640 1165.040 .40 .23 .00 1165.04 00 .23 00 1.500 .000 00 1 .0 11.590 1562 .0000 .00 11.64 .00 .10 .013 .00 .00 PIPE 1013 590 1155.210 9.830 1165.040 40 .23 .00 1165.04 .00 .23 00 1.500 .000 .00 1 .0 1 1 1, 1 1 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 0 000 .000 0 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 REDHAWK PA13 LATERAL "B -3" Q -100 HYDRAULICS ANALYSIS �aInvert +� Depth +�+ Water + + Q + + Vel Vel Energy I Super ICriticallFlow ToplHeight /lease Wtj No Wth Station I Elev (FT) Elev (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia -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 Y. -Fall ZR iType Ch 1001 7501 1158.580 7.380 1166.360 3.40 1 92 .06 1166.41 .00 .70 .00 1 500 .000 .00 1 .0 15.250 .0197 .0010 .02 7.38 .00 .49 .013 .00 .00 PIPE 1017.000 1159.280 7.096 1166.376 3 90 1.92 .06 1166 .9J .00 .70 .00 1.500 .000 .00 1 .0 1 1 1 REDLATB4.WSW T1 04049R ARTISAN REDHAWP. 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 FILE: REDLATB4.WSW W S P G W- CIVILDESIGN Version 14.06 Program Package Serial Number: 1686 WATER SURFACE PROFILE LISTING 04049R ARTISAN REDHAWK PA13 LATERAL "B -4" Q -100 HYDRAULICS ANALYSIS PAGE 1 Date 10 -23 -2006 Time: 1:56: 3 Invert Depth Water Q Vel Vel Energy I Super CritrcalIFlow ToplHeight /IBase Wtj NO Wth Station I Elev (FT) Elev I (CFS) (FPS) Head Grd.El.I Elev I Depth I Width Dia. -FTjor I U I ZL Prs /Pip L /Elem ICh Slope I I I SF Avel HF ISE DpthlFroude NINOrm Dp I "N° I Y. -Fall ZR IType Ch 1001.750 .� 1160.730 6.000 1166.730 3 90 2.21 .05 1166.81 .00 .76 .00 1.500 .000 .00 1 .0 15.250 .0203 .0014 .02 6 00 .00 .S2 .013 .00 .00 PIPE 1019.000 -I- 1161.040 _I_ 5 711 _I_ 1166 751 _I_ 3 90 -I- 2 21 _I_ 06 _I_ 1166 83 _I_ .00 _I_ .76 00 _I_ _I_ 1.500 000 _I_ _I_ 00 1 .0 _ a ,1 r :1 2 I] APPENDIX D ' HYDROLOGY MAP 11 I I I I 1 I 1 I I I -- _____ _ _ _ ____ _ __ ___ ___ _ __ ___ __ _ -� L J __� __ ___ __ ___ ___ ___ �.} ___ ____ ___ __ ___ __ ____ __ ___ __ __ ___. ___ ____ ___ ___ __ _ ___ __ �� _ __ _ • #41k S S S ------ DEER HOLLOW WAY Z11-/ Qio= 13.9 dfs 112 0100= 21.41cf Tc= 7.06 Min. i ly C 01 01 T r % ' J jv 010= 2.8 cfs 010= 7.8 cfs 087 0100= 7.5 cfs Q100= 12.0 cfs/ 208 F, Tc= 6.53 Min. La E12 llo= 7" 00 1 2. Tc= 6-8 1 0 cfs cfs/Jr oor 00, It fpw 0.23 010= 1.3 cfs 7.8 S Ql 00= 2.0 c Qlbo= 12. cfs'' lam- T fl -F-2071 Tc= 5.00 IM in. min. Of A B 28 A/ 0 cfs- ii,00 cis Of zuo 010= 71-ds,/ 1, 6. 6 ♦ 1=10100-A2.0, cfs OD F -, r .90 I :6.79 Min. 011100 V I 1 CB- 0100 DRIVE now 4 1 NIN, w L r 0-6 B-3 -Of 021, 2) 0.30 0 j j' tv 010= 2.0 cfs 7 z 0100= 3.0 cfs Tc= 6.27 Min. )10= 2.1 cfs 010= 1.2 d 010= 0.6 cfs 010= 2.0 cfs ? Qloo= 3.0 cfs )100= 3.2 cfs cfs 0= 0.9 cfs cfs EIDT-00=.-M c oiaF rc= 5.90 Min. Tc= 5.41 Min. Tc= 5.00 Min. Tc= 6.27 Min. U.\2004\04049R\Hydrotogy\04049R-HydroMo,p.dwg 12/7/2006 2:06:43 PM PST 010= 2.8 cfs 0100= 7.5 cfs Tc= 6.53 Min. w Q10= 1.4 cfs Q100= 2.1 cfs Tc= 6.05 Min. F- 0 n 0i %,D CD CD 0i N rs 0 ry M ,q- CD r CD CD C) ru "I W, 1 1 LEG END ON-SITE HYDROLOGY AREA BOUNDARY ON-SITE HYDROLOGY SUB -AREA BOUNDARY /00A'-1 - SUB-AREA DESIGNATION '-- _31 - SUB-AREA SIZE (ACRE) \---= - HYDROLOGY NODE NUMBER 025- 0.9 cfs ___- DISCHARGE AT NODE IN CFS FOR 25 YEAR STORM \0100= 1.2 cfs-, DISCHARGE AT NODE IN CFS FOR 100 YEAR STORM Tc= 5.00 Min.-------_ TIME OF CONCENTRATION IN MINUTES SOIL TYPE "B" F- 0 n 0i %,D CD CD 0i N rs 0 ry M ,q- CD r CD CD C) ru "I W, 1 1