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HomeMy WebLinkAboutWPO201300066 Calculations 2013-10-23 (2) Calculation Detailed Summary Element Details ID 13 Notes Base Label Calculation Options Hydraulic Summary Backwater Actual Flow Profile Method Analysis Average Velocity Method Uniform Flow Velocity Number of Flow Profile Steps 5 Minimum Structure Headloss 0.00 ft Hydraulic Grade Convergence 0.001 ft Minimum Time of 5.000 min Test Concentration Inlets Neglect Side Flow? False Active Components for Grate and Combination Inlets In Sag Curb Neglect Gutter Cross Slope False Active Components for Grate and For Side Flow? Combination Inlets on Grade Curb HEC-22 Elevations Considered Equal 0.50 ft Depressed Unsubmerged 1.000 Within Consider Non-Piped Plunging False Half Bench Submerged 0.950 Flow Flat Submerged 1.000 Half Bench Unsubmerged 0.150 Flat Unsubmerged 1.000 Full Bench Submerged 0.750 Depressed Submerged 1.000 Full Bench Unsubmerged 0.070 AASHTO Expansion,Ke 0.350 Shaping Adjustment,Cs 0.500 Contraction,Kc 0.250 Non-Piped Flow Adjustment, 1.300 Cn Bend Angle vs. Bend Loss Curve Bend Angle Bend Loss Coefficient,Kb (degrees) 0.00 0.000 15.00 0.190 30.00 0.350 45.00 0.470 60.00 0.560 75.00 0.640 90.00 0.700 Generic Structure Loss Governing Upstream Pipe Pipe with Selection Method Maximum QV Bentley Systems,Inc. Haestad Methods Solution Bentley StormCAD V8i(SELECTseries 2) Proposed Storm Network-Northside Library.stc Center [08.11.02.35] 3/10/2014 27 Siemon Company Drive Suite 200 W Page 1 of 4 Watertown,CT 06795 USA +1-203-755-1666 Calculation Detailed Summary Catchment Summary Label Area Time of Concentration Rational C Catchment CA (acres) (min) (acres) CM-103B 8.820 11.200 0.760 6.703 CM-103 0.802 15.000 0.500 0.401 CM-102 0.630 10.000 0.730 0.460 CM-33 0.234 5.000 0.760 0.178 CM-32 0.324 5.000 0.570 0.185 CM-20 1.055 20.000 0.780 0.823 CM-10 0.187 5.000 0.770 0.144 CM-11 0.106 5.000 0.670 0.071 CM-12 0.103 5.000 0.900 0.093 CM-13 0.241 5.000 0.900 0.217 CM-14 0.506 5.000_ 0.890 0.450 Catchment Intensity Catchment Rational (in/h) Flow (ft3/s) 5.224 35.29 4.760 1.92 5.370 2.49 6.670 1.20 6.670 1.24 4.150 3.44 6.670 0.97 6.670 0.48 6.670 0.62 6.670 1.46 6.670 3.03 Conduit Summary Label Conduit Description Conduit Shape Branch ID Subnetwork Outfall CO-1038 Circular Pipe-36.0 in Circular Pipe 2 OF-1 CO-101 Circular Pipe-48.0 in Circular Pipe 1 OF-1 CO-103 Circular Pipe-36.0 in Circular Pipe 1 OF-1 CO-33 Circular Pipe-15.0 in Circular Pipe 1 OF-1 CO-32 Circular Pipe-15.0 in Circular Pipe 1 OF-1 CO-31 Circular Pipe-15.0 in Circular Pipe 1 OF-1 CO-30 Trapezoidal Channel Trapezoidal Channel 1 OF-1 3.00 ft CO-14 Circular Pipe-18.0 in Circular Pipe 4 OF-1 CO-13 Circular Pipe-18.0 in Circular Pipe 4 OF-1 CO-12 Circular Pipe-24.0 in Circular Pipe 4 OF-1 CO-11 Circular Pipe-24.0 in Circular Pipe 4 OF-1 CO-10 Circular Pipe-24.0 in Circular Pipe 3 OF-1 CO-20 Circular Pipe-15.0 in Circular Pipe 3 OF-1 Flow(Link) Velocity(Average) Hydraulic Grade Line Hydraulic Grade Line Depth(In Link) (ft3/s) (ft/s) (In) (Out) (ft) (ft) (ft) 35.29 I 14.76 I 492.10 I 489.01 I 1.93 40.35 13.62 483.45 480.32 1.90 Bentley Systems,Inc. Haestad Methods Solution Bentley StormCAD V8i(SELECTseries 2) Proposed Storm Network-Northside Library.stc Center [08.11.02.35] 3/10/2014 27 Siemon Company Drive Suite 200 W Page 2 of 4 Watertown,CT 06795 USA +1-203-755-1666 Calculation Detailed Summary Conduit Summary Flow(Link) Velocity(Average) Hydraulic Grade Line Hydraulic Grade Line Depth(In Link) (ft3/s) (ft/s) (In) (Out) (ft) (ft) (ft) 35.83 13.36 489.01 483.06 1.95 1.20 3.10 516.69 516.48 0.44 2.41 3.87 516.48 516.32 0.63 2.39 3.74 516.25 515.97 0.65 2.37 4.26 515.60 489.01 0.25 3.03 9.15 506.66 503.71 0.66 4.47 10.23 503.71 494.89 0.81 5.03 7.00 494.74 493.46 0.79 5.47 7.26 493.63 492.67 0.83 7.48 7.92 492.67 491.71 0.97 3.44 6.24 493.55 492.67_ 0.75 Depth(Out Link) (ft) 1.95 1.21 1.21 0.53 0.62 0.62 1.95 0.71 0.44 0.56 0.87 0.71 0.97 Node Summary Label Element Type Subnetwork Outfall Flow(Total Surface) Flow(Total Out) (ft3/s) (ft3/s) CB-103B Catch Basin OF-1 35.29 35.29 CB-103(EX-3) Catch Basin OF-1 1.92 35.83 CB-102 Catch Basin OF-1 2.49 40.35 CB-33 Catch Basin OF-1 1.20 1.20 CB-32 Catch Basin OF-1 1.24 2.41 CB-14 Catch Basin OF-1 3.03 3.03 CB-13 Catch Basin OF-1 1.46 4.47 CB-12 Catch Basin OF-1 0.62 5.03 CB-11 Catch Basin OF-1 0.48 5.47 CB-10 Catch Basin OF-1 0.97 7.48 CB-20 Catch Basin OF-1 3.44 3.44 FES-30 Transition OF-1 0.00 2.37 MH-31 _Manhole OF-1 0.00 2.39 Elevation(Ground) Elevation(Invert) Energy Grade Line(In Energy Grade Line (ft) (ft) Node) (Out Node) (ft) (ft) Bentley Systems,Inc. Haestad Methods Solution Bentley StormCAD V8i(SELECTseries 2) Proposed Storm Network-Northside Library.stc Center [08.11.02.35] 3/10/2014 27 Siemon Company Drive Suite 200 W Page 3 of 4 Watertown,CT 06795 USA +1-203-755-1666 w.r Calculation Detailed Summary Node Summary Elevation(Ground) Elevation(Invert) Energy Grade Line(In Energy Grade Line (ft) (ft) Node) (Out Node) (ft) (ft) 503.37 490.17 492.94 492.94 497.96 487.06 489.01 489.85 496.30 481.55 486.22 484.18 518.92 516.25 516.84 516.84 519.21 515.85 516.57 516.71 510.38 506.00 506.91 506.91 507.24 502.90 503.92 504.04 499.79 493.95 496.37 495.04 497.07 492.80 494.38 493.94 497.40 491.70 492.85 493.05 498.91 492.80 493.86 493.86 517.00 515.35 515.85 515.71 520.42 515.60_ 516.49 516.46 Inlet Summary Label Inlet Type Catalog Inlet Type Catalog Inlet Flow(Total Intercepted) (ft3/s) CB-103B (N/A) (N/A) (N/A) 35.29 CB-103(EX-3) (N/A) (N/A) (N/A) 1.92 CB-102 (N/A) (N/A) (N/A) 2.49 CB-33 (N/A) (N/A) (N/A) 1.20 CB-32 (N/A) (N/A) (N/A) 1.24 CB-14 (N/A) (N/A) (N/A) 3.03 CB-13 (N/A) (N/A) (N/A) 1.46 CB-12 (N/A) (N/A) (N/A) 0.62 CB-11 (N/A) (N/A) (N/A) 0.48 CB-10 (N/A) (N/A) (N/A) 0.97 CB-20 i(N/A) (N/A) (N/A) 3.44 Flow(Total Bypassed) Bypass Target Capture Efficiency Gutter Depth Gutter Spread (ft3/s) (Calculated) (in) (ft) (%) 0.00 (N/A) 100.0 0.0 0.00 0.00 (N/A) 100.0 0.0 0.00 0.00 (N/A) 100.0 0.0 0.00 0.00 (N/A) 100.0 0.0 0.00 0.00 (N/A) 100.0 0.0 0.00 0.00 CB-13 100.0 0.0 0.00 0.00 CB-20 100.0 0.0 0.00 0.00 CB-102 100.0 0.0 0.00 0.00 (N/A) 100.0 0.0 0.00 0.00 (N/A) 100.0 0.0 0.00 0.00 (N/A) 100.0 0.0 0.00 Bentley Systems,Inc. Haestad Methods Solution Bentley StormCAD V8i(SELECTseries 2) Proposed Storm Network-Northside Library.stc Center [08.11.02.35] 3/10/2014 27 Siemon Company Drive Suite 200 W Page 4 of 4 Watertown,CT 06795 USA +1-203-755-1666 Conduit FlexTable: Combined Pipe/Node Report (Proposed Storm Network- Northside Library.stc) Label Start Node Stop Node Branch ID Branch Element Length(Unified) ID (ft) CO-14 CB-14 CB-13 4 1 60.00 CO-13 CB-13 CB-12 4 2 169.00 CO-12 CB-12 CB-11 4 3 62.00 CO-11 CB-11 CB-10 4 4 57.00 CO-20 CB-20 CB-10 3 1 73.00 CO-10 CB-10 CB-102 3 2 40.00 CO-103B CB-103B CB-103(EX-3) 2 1 96.00 CO-33 CB-33 CB-32 1 1 62.00 CO-32 CB-32 MH-31 1 2 28.00 CO-31 MH-31 FES-30 1 3 51.00 CO-30 FES-30 CB-103(EX-3) 1 4 300.00 CO-103 CB-103(EX-3) CB-102 1 5 214.00 CO-101 CB-102 OF-1 1 6 98.00 Upstream Inlet Upstream Upstream Inlet Upstream System CA System Intensity C Intensity Area Structure Flow (acres) (in/h) (in/h) (acres) (Total Surface) (ft3/s) 0.890 6.670 0.506 3.03 0.450 6.670 0.900 6.642 0.241 1.46 0.667 6.642 0.900 6.570 0.103 0.62 0.760 6.570 0.670 6.532 0.106 0.48 0.831 6.532 0.780 4.150 1.055 3.44 0.823 4.150 0.770 4.126 0.187 0.97 1.798 4.126 0.760 5.224 8.820 35.29 6.703 5.224 0.760 6.670 0.234 1.20 0.178 6.670 0.570 6.583 0.324 1.24 0.363 6.583 (N/A) 6.552 (N/A) 0.00 0.363 6.552 (N/A) 6.493 (N/A) 0.00 0.363 6.493 0.500 4.760 0.802 1.92 7.467 4.760 0.730 4.116 0.630 2.49 9.724 4.116 System Rational Total Flow Rise(Unified) Capacity(Full Velocity Invert Flow (ft3/s) (in) Flow) (Average) (Upstream) (ft3/s) (ft3/s) (ft/s) (ft) 3.03 3.03 18.0 23.49 9.15 506.00 4.47 4.47 18.0 23.49 10.23 502.90 5.03 5.03 24.0 29.44 7.00 493.95 5.47 5.47 24.0 29.96 7.26 492.80 3.44 3.44 15.0 7.93 6.24 492.80 7.48 7.48 24.0 29.92 7.92 491.70 35.29 35.29 36.0 120.04 14.76 490.17 1.20 1.20 15.0 4.49 3.10 516.25 2.41 2.41 15.0 4.73 3.87 515.85 2.39 2.39 15.0 4.52 3.74 515.60 2.37 2.37 24.0 236.72 4.26 515.35 35.83 35.83 36.0 104.06 13.36 487.06 40.35 40.35 48.0 226.64 13.62 481.55 Bentley Systems,Inc. Haestad Methods Solution Bentley StormCAD V8i(SELECTseries 2) Proposed Storm Network-Northside Library.stc Center [08.11.02.35] 3/10/2014 27 Siemon Company Drive Suite 200 W Page 1 of 2 Watertown,CT 06795 USA +1-203-755-1666 Conduit FlexTable: Combined Pipe/Node Report (Proposed Storm Network- Northside Library.stc) Invert Slope Notes (Downstream) (ft/ft) (ft) 503.00 0.050 494.45 0.050 492.90 0.017 491.80 0.018 491.70 0.015 491.00 0.017 487.06 0.032 515.95 0.005 515.70 0.005 515.35 0.005 487.06 0.094 481.85 0.024 479.11 0.025 Bentley Systems,Inc. Haestad Methods Solution Bentley StormCAD V8i(SELECTseries 2) Proposed Storm Network-Northside Library.stc Center [08.11.02.35] 3/10/2014 27 Siemon Company Drive Suite 200 W Page 2 of 2 Watertown,CT 06795 USA +1-203-755-1666 Scenario: Base 7 B-32 CB-33 CO- 3 aobry .4 MH-31 CB-14 o V/ f: U FES-30 6, 9 CB-13 O\/ 0 U °' 0 6�/ ' ■■� CB-12 CB-103B 0 C:-20 0 11 4 y6 \/ 9 0 VO CB-11 0 CO-11 w,- 103(Ex-3) 1i " J °o V CB-102 oo OF-1 v Bentley Systems,Inc. Haestad Methods Solution Bentley StormCAD V8i(SELECTseries 2) Proposed Storm Network-Northside Library.stc Center (08.11.02.35) 3/10/2014 27 Siemon Company Drive Suite 200 W Page 1 of 3 Watertown,CT 06795 USA +1-203-755-1666