Recomendaciones gerenciales

POND POND "MAIN SWM FACILITY" "PROPOSED SWM FACILITY" "ENERGY DISSIPATION STRUCTURE" (APARTMENT BLOCK)

"FLOW SPLITTING STRUCTURE"

DIV001 POND POND "OVERLAND FLOW" TO NORTH PORTION OF WETLAND 1000 NORTH OUTLET 2000 SITE TOTAL "NORTH ENERGY DISSIPATION STRUCTURE" "SOUTH ENERGY DISSIPATION STRUCTURE" "OVERLAND FLOW" TO NORTH PORTION OF WETLAND "OVERLAND FLOW" TO SOUTH PORTION OF WETLAND (TOTAL TO SOUTH OUTLET) LEGEND: CATCHMENT # POND DIV001 2000 SITE 200 100 102 80% 1.01 2% 65 74 73% 8.45 2% 210 74 0% 0.79 15% 30 74 0.68 2% 62 74 10% 101 80% 1.01 2% 65 74

PERVIOUS SES CURVE No.

FLOW LENGTH CATCHMENT SLOPE AREA (ha) % IMPERVIOUS POND FUNCTION CHANNEL/OVERLAND FLOW POND FUNCTION JUNCTION NODE C H A N N E L C H A N N E L C H A N N E L C H A N N E L "DIVERSION TO NORTH/SOUTH OUTLET"

Hart Subdivision City of Guelph

G&M: 112155

25 mm storm post-development flows

" MIDUSS Output --->" " MIDUSS version Version 2.25 rev. 473" " MIDUSS created Sunday, February 07, 2010" " 10 Units used: ie METRIC" " Job folder: C:\Miduss Projects\112155" " Output filename: 112-155-post-25 mm 4h.out" " Licensee name: gamsby" " Company " " Date & Time last used: 5/15/2015 at 10:44:14 AM" " 31 TIME PARAMETERS"

" 5.000 Time Step"

" 240.000 Max. Storm length" " 6000.000 Max. Hydrograph" " 32 STORM Chicago storm" " 1 Chicago storm" " 1581.200 Coefficient A" " 13.000 Constant B" " 1.000 Exponent C" " 0.400 Fraction R" " 240.000 Duration"

" 1.000 Time step multiplier"

" Maximum intensity 84.723 mm/hr" " Total depth 24.999 mm"

" 6 001hyd Hydrograph extension used in this file" " 33 CATCHMENT 102" " 1 Triangular SCS" " 1 Equal length" " 1 SCS method" " 102 Park Block" " 10.000 % Impervious" " 0.680 Total Area" " 62.000 Flow length" " 2.000 Overland Slope" " 0.612 Pervious Area" " 62.000 Pervious length" " 2.000 Pervious slope" " 0.068 Impervious Area" " 62.000 Impervious length" " 2.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No." " 0.098 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.791 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 0.011 0.000 0.000 0.000 c.m/sec" " Catchment 102 Pervious Impervious Total Area "

" Surface Area 0.612 0.068 0.680 hectare" " Time of concentration 64.299 3.513 35.582 minutes" " Time to Centroid 201.444 114.545 160.390 minutes" " Rainfall depth 24.999 24.999 24.999 mm" " Rainfall volume 153.00 17.00 169.99 c.m" " Rainfall losses 22.546 5.227 20.814 mm" " Runoff depth 2.453 19.773 4.185 mm" " Runoff volume 15.01 13.45 28.46 c.m" " Runoff coefficient 0.098 0.791 0.167 "

" Maximum flow 0.002 0.011 0.011 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.011 0.011 0.000 0.000" " 33 CATCHMENT 100"

" 1 Triangular SCS" " 1 Equal length"

" 1 SCS method"

" 100 Grassed Area at Wetland Buffer" " 0.000 % Impervious" " 0.790 Total Area" " 30.000 Flow length" " 15.000 Overland Slope" " 0.790 Pervious Area" " 30.000 Pervious length" " 15.000 Pervious slope" " 0.000 Impervious Area" " 30.000 Impervious length" " 15.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No." " 0.098 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.000 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 0.007 0.011 0.000 0.000 c.m/sec" " Catchment 100 Pervious Impervious Total Area "

" Surface Area 0.790 0.000 0.790 hectare" " Time of concentration 22.726 1.242 22.726 minutes" " Time to Centroid 151.108 111.178 151.107 minutes" " Rainfall depth 24.999 24.999 24.999 mm" " Rainfall volume 197.49 0.00 197.49 c.m" " Rainfall losses 22.548 5.213 22.548 mm" " Runoff depth 2.451 19.786 2.451 mm" " Runoff volume 19.36 0.00 19.36 c.m" " Runoff coefficient 0.098 0.000 0.098 "

" Maximum flow 0.007 0.000 0.007 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.007 0.012 0.000 0.000" " 40 HYDROGRAPH Copy to Outflow"

" 8 Copy to Outflow" " 0.007 0.012 0.012 0.000" " 40 HYDROGRAPH Combine 1000" " 6 Combine " " 1000 Node #" " North Wetland "

" Maximum flow 0.012 c.m/sec" " Hydrograph volume 47.823 c.m" " 0.007 0.012 0.012 0.012"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Park Block and Wetland Buffer uncontrolled to North " " Wetland "

" 40 HYDROGRAPH Start - New Tributary" " 2 Start - New Tributary"

" 0.007 0.000 0.012 0.012" " 33 CATCHMENT 101" " 1 Triangular SCS" " 1 Equal length" " 1 SCS method" " 101 ApartmentBlock" " 80.000 % Impervious" " 1.010 Total Area" " 65.000 Flow length" " 2.000 Overland Slope" " 0.202 Pervious Area" " 65.000 Pervious length" " 2.000 Pervious slope" " 0.808 Impervious Area" " 65.000 Impervious length" " 2.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No."

" 0.098 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.790 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 0.127 0.000 0.012 0.012 c.m/sec" " Catchment 101 Pervious Impervious Total Area "

" Surface Area 0.202 0.808 1.010 hectare" " Time of concentration 66.148 3.614 5.498 minutes" " Time to Centroid 203.682 114.701 117.382 minutes" " Rainfall depth 24.999 24.999 24.999 mm" " Rainfall volume 50.50 201.99 252.49 c.m" " Rainfall losses 22.546 5.255 8.714 mm" " Runoff depth 2.453 19.744 16.286 mm" " Runoff volume 4.95 159.53 164.49 c.m" " Runoff coefficient 0.098 0.790 0.651 "

" Maximum flow 0.001 0.127 0.127 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.127 0.127 0.012 0.012" " 54 POND DESIGN"

" 0.127 Current peak flow c.m/sec" " 0.100 Target outflow c.m/sec" " 164.5 Hydrograph volume c.m" " 15. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 0.000 0.000 0.000" " 0.1500 0.01253 10.800" " 0.3000 0.02506 36.000" " 0.4500 0.03250 66.897" " 0.6000 0.03853 101.031" " 0.7500 0.04374 136.667" " 0.9000 0.04839 172.304" " 1.050 0.05263 206.437" " 1.200 0.05655 237.334" " 1.350 0.06022 262.534" " 1.500 0.06368 273.334" " 1.950 0.07307 273.732" " 2.400 0.08139 274.527" " 2.600 0.08483 276.704" " 2.700 0.7358 278.704"

" Peak outflow 0.035 c.m/sec" " Maximum level 0.505 metre" " Maximum storage 79.517 c.m" " Centroidal lag 2.422 hours" " 0.127 0.127 0.035 0.012 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from Apartment Block SWM Facility" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 0.127 0.035 0.035 0.012" " 54 POND DESIGN"

" 0.035 Current peak flow c.m/sec" " 0.521 Target outflow c.m/sec" " 164.4 Hydrograph volume c.m" " 14. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 334.800 1.00E-04 0.000" " 334.900 0.00011 2.000"

" 335.000 1.00E-04 4.000" " 335.100 0.00011 6.000" " 335.200 1.00E-04 8.000" " 335.300 0.00011 10.000" " 335.400 1.00E-04 12.000" " 335.500 0.00011 14.000" " 335.600 1.00E-04 16.000" " 335.700 0.00011 18.000" " 335.800 1.00E-04 20.000" " 335.801 0.00172 20.020" " 335.900 1.756 22.000" " 336.000 5.068 24.000"

" Peak outflow 0.035 c.m/sec" " Maximum level 335.803 metre" " Maximum storage 20.057 c.m" " Centroidal lag 6.285 hours" " 0.127 0.035 0.035 0.012 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from Apartment Block Energy Dissipation Structure" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 0.127 0.035 0.035 0.012" " 52 CHANNEL DESIGN"

" 0.035 Current peak flow c.m/sec" " 0.070 Manning 'n'"

" 0. Cross-section type: 0=trapezoidal; 1=general" " 40.000 Basewidth metre"

" 100.000 Left bank slope" " 100.000 Right bank slope" " 0.100 Channel depth metre" " 15.000 Gradient %"

" Depth of flow 0.005 metre" " Velocity 0.165 m/sec" " Channel capacity 5.278 c.m/sec" " Critical depth 0.004 metre" " 53 ROUTE Channel Route 20"

" 20.00 Channel Route 20 Reach length ( metre)" " 0.499 X-factor <= 0.5"

" 90.782 K-lag ( seconds)"

" 0.000 Default(0) or user spec.(1) values used" " 0.500 X-factor <= 0.5"

" 30.000 K-lag ( seconds)" " 0.500 Beta weighting factor"

" 75.000 Routing time step ( seconds)" " 1 No. of sub-reaches"

" Peak outflow 0.035 c.m/sec" " 0.127 0.035 0.035 0.012 c.m/sec"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Total overland flow and depth released into North Wetland " " from Apartment Block"

" 40 HYDROGRAPH Combine 1000" " 6 Combine "

" 1000 Node #"

" North Wetland "

" Maximum flow 0.044 c.m/sec" " Hydrograph volume 212.832 c.m" " 0.127 0.035 0.035 0.044" " 40 HYDROGRAPH Start - New Tributary"

" 2 Start - New Tributary"

" 0.127 0.000 0.035 0.044" " 33 CATCHMENT 200" " 1 Triangular SCS" " 1 Equal length" " 1 SCS method" " 200 Remainder of Site." " 73.000 % Impervious" " 8.450 Total Area" " 210.000 Flow length" " 2.000 Overland Slope"

" 2.281 Pervious Area" " 210.000 Pervious length" " 2.000 Pervious slope" " 6.168 Impervious Area" " 210.000 Impervious length" " 2.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No." " 0.098 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.800 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 1.012 0.000 0.035 0.044 c.m/sec" " Catchment 200 Pervious Impervious Total Area "

" Surface Area 2.281 6.168 8.450 hectare" " Time of concentration 133.691 7.304 12.793 minutes" " Time to Centroid 285.476 119.926 127.115 minutes" " Rainfall depth 24.999 24.999 24.999 mm" " Rainfall volume 570.36 1542.08 2112.43 c.m" " Rainfall losses 22.546 5.012 9.746 mm" " Runoff depth 2.453 19.987 15.253 mm" " Runoff volume 55.98 1232.93 1288.90 c.m" " Runoff coefficient 0.098 0.800 0.610 "

" Maximum flow 0.005 1.012 1.012 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 1.012 1.012 0.035 0.044"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from main SWM Facility (Catchment 200)" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 1.012 0.035 0.035 0.044" " 54 POND DESIGN"

" 1.012 Current peak flow c.m/sec" " 0.911 Target outflow c.m/sec" " 1288.9 Hydrograph volume c.m" " 15. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 333.200 0.000 0.000" " 333.300 0.02100 0.3000" " 333.400 0.04500 0.5000" " 333.500 0.07700 0.8000" " 333.600 0.1000 1.100" " 333.700 0.1970 1.400" " 333.800 0.2670 1.600" " 333.900 0.3070 1.900" " 334.000 0.3370 2.200" " 334.100 0.3650 2.400" " 334.200 0.3910 2.700" " 334.300 0.4160 3.000" " 334.400 0.4390 3.200" " 334.500 0.4610 3.500" " 334.600 0.4820 3.800"

" Peak outflow 0.035 c.m/sec" " Maximum level 333.357 metre" " Maximum storage 0.414 c.m" " Centroidal lag 6.310 hours" " 1.012 0.035 0.035 0.044 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from Flow-Splitting Structure" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 1.012 0.035 0.035 0.044" " 56 DIVERSION"

" 100 Node number" " 0.000 Overflow threshold"

" 1.000 Required diverted fraction" " 0 Conduit type; 1=Pipe;2=Channel"

" Peak of diverted flow 0.035 c.m/sec" " Volume of diverted flow 165.129 c.m" " DIV00100.001hyd"

" Major flow at 100"

" 1.012 0.035 0.000 0.044 c.m/sec" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 1.012 0.000 0.000 0.044" " 54 POND DESIGN"

" 0.000 Current peak flow c.m/sec" " 0.134 Target outflow c.m/sec" " 1288.9 Hydrograph volume c.m" " 14. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 331.800 1.00E-04 0.000" " 331.900 0.00011 1.500" " 332.000 1.00E-04 3.000" " 332.100 0.00011 4.500" " 332.200 1.00E-04 6.000" " 332.300 0.00011 7.500" " 332.400 1.00E-04 9.000" " 332.500 0.00011 10.500" " 332.600 1.00E-04 12.000" " 332.700 0.00011 13.500" " 332.800 1.00E-04 15.000" " 332.801 0.00129 15.015" " 332.900 1.317 16.500" " 333.000 3.801 18.000"

" Peak outflow 0.035 c.m/sec" " Maximum level 333.357 metre" " Maximum storage 0.414 c.m" " Centroidal lag 6.310 hours" " 1.012 0.000 0.035 0.044 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from North Wetland Dissipation Structure" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 1.012 0.000 0.035 0.044" " 52 CHANNEL DESIGN"

" 0.000 Current peak flow c.m/sec" " 0.070 Manning 'n'"

" 0. Cross-section type: 0=trapezoidal; 1=general" " 30.000 Basewidth metre"

" 100.000 Left bank slope" " 100.000 Right bank slope" " 0.100 Channel depth metre" " 7.000 Gradient %"

" Depth of flow 0.000 metre" " Velocity 0.000 m/sec" " Channel capacity 0.000 c.m/sec" " Critical depth 0.000 metre" " 53 ROUTE Channel Route 10"

" 10.00 Channel Route 10 Reach length ( metre)" " 0.498 X-factor <= 0.5"

" 41.141 K-lag ( seconds)"

" 0.000 Default(0) or user spec.(1) values used" " 0.500 X-factor <= 0.5"

" 30.000 K-lag ( seconds)" " 0.500 Beta weighting factor"

" 75.000 Routing time step ( seconds)" " 1 No. of sub-reaches"

" Peak outflow 0.000 c.m/sec" " 1.012 0.000 0.000 0.044 c.m/sec"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Total overland flow and depth released into North Wetland " " from main SWM Facility"

" 40 HYDROGRAPH Combine 1000" " 6 Combine "

" 1000 Node #"

" North Wetland "

" Maximum flow 0.044 c.m/sec" " Hydrograph volume 212.832 c.m" " 1.012 0.000 0.000 0.044" " 40 HYDROGRAPH Confluence 1000" " 7 Confluence " " 1000 Node #" " North Wetland "

" Maximum flow 0.044 c.m/sec" " Hydrograph volume 212.832 c.m" " 1.012 0.044 0.000 0.000" " 40 HYDROGRAPH Copy to Outflow"

" 8 Copy to Outflow"

" 1.012 0.044 0.044 0.000" " 40 HYDROGRAPH Combine 2000"

" 6 Combine " " 2000 Node #"

" Total From Site "

" Maximum flow 0.044 c.m/sec" " Hydrograph volume 212.832 c.m" " 1.012 0.044 0.044 0.044" " 40 HYDROGRAPH Start - New Tributary"

" 2 Start - New Tributary"

" 1.012 0.000 0.044 0.044" " 47 FILEI_O Read/Open DIV00100.001hyd"

" 1 1=read/open; 2=write/save" " 2 1=rainfall; 2=hydrograph"

" 1 1=runoff; 2=inflow; 3=outflow; 4=junction" " DIV00100.001hyd"

" Major flow at 100"

" Total volume 165.129 c.m" " Maximum flow 0.035 c.m/sec" " 0.035 0.000 0.044 0.044 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.035 0.035 0.044 0.044" " 54 POND DESIGN"

" 0.035 Current peak flow c.m/sec" " 0.134 Target outflow c.m/sec" " 165.1 Hydrograph volume c.m" " 14. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 331.800 1.00E-04 0.000" " 331.900 0.00011 3.333" " 332.000 1.00E-04 6.667" " 332.100 0.00011 10.000" " 332.200 1.00E-04 13.333" " 332.300 0.00011 16.667" " 332.400 1.00E-04 20.000" " 332.500 0.00011 23.333" " 332.600 1.00E-04 26.667" " 332.700 0.00011 30.000" " 332.800 1.00E-04 33.333" " 332.801 0.00429 33.367" " 332.900 4.390 36.667" " 333.000 12.670 40.000"

" Peak outflow 0.033 c.m/sec" " Maximum level 332.802 metre" " Maximum storage 33.389 c.m" " Centroidal lag 32.350 hours" " 0.035 0.035 0.033 0.044 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Total flow from South Wetland Dissipation Structure" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 0.035 0.033 0.033 0.044" " 52 CHANNEL DESIGN"

" 0.033 Current peak flow c.m/sec" " 0.070 Manning 'n'"

" 0. Cross-section type: 0=trapezoidal; 1=general" " 100.000 Basewidth metre"

" 100.000 Left bank slope" " 100.000 Right bank slope" " 0.100 Channel depth metre" " 10.000 Gradient %"

" Depth of flow 0.003 metre" " Velocity 0.100 m/sec" " Channel capacity 10.103 c.m/sec" " Critical depth 0.002 metre" " 53 ROUTE Channel Route 10"

" 10.00 Channel Route 10 Reach length ( metre)" " 0.499 X-factor <= 0.5"

" 75.137 K-lag ( seconds)"

" 0.000 Default(0) or user spec.(1) values used" " 0.500 X-factor <= 0.5"

" 30.000 K-lag ( seconds)" " 0.500 Beta weighting factor"

" 75.000 Routing time step ( seconds)" " 1 No. of sub-reaches"

" Peak outflow 0.033 c.m/sec" " 0.035 0.033 0.033 0.044 c.m/sec"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Total overland flow and depth released into South Wetland " " from main SWM Facility"

" 64 SHOW TABLE"

" 2 Flow hydrograph" " 5 Outflow Hydrograph"

" Maximum flow 0.033 c.m/sec" " Hydrograph volume 142.447 c.m" " 40 HYDROGRAPH Combine 2000"

" 6 Combine " " 2000 Node #"

" Total From Site "

" Maximum flow 0.073 c.m/sec" " Hydrograph volume 355.279 c.m" " 0.035 0.033 0.033 0.073" " 40 HYDROGRAPH Confluence 2000"

" 7 Confluence " " 2000 Node #"

" Total From Site "

" Maximum flow 0.073 c.m/sec" " Hydrograph volume 355.279 c.m" " 0.035 0.073 0.033 0.000" " 38 START/RE-START TOTALS 2000"

" 3 Runoff Totals on EXIT"

" Total Catchment area 10.930 hectare" " Total Impervious area 7.045 hectare" " Total % impervious 64.451"

Hart Subdivision City of Guelph

G&M: 112155

2 year post-development flows

" MIDUSS Output --->" " MIDUSS version Version 2.25 rev. 473" " MIDUSS created Sunday, February 07, 2010" " 10 Units used: ie METRIC" " Job folder: C:\Miduss Projects\112155" " Output filename: 112-155-post-2 year.out" " Licensee name: gamsby" " Company " " Date & Time last used: 5/15/2015 at 10:41:18 AM" " 31 TIME PARAMETERS"

" 5.000 Time Step"

" 240.000 Max. Storm length" " 4000.000 Max. Hydrograph" " 32 STORM Chicago storm" " 1 Chicago storm" " 743.000 Coefficient A" " 6.000 Constant B" " 0.799 Exponent C" " 0.400 Fraction R" " 170.000 Duration"

" 1.000 Time step multiplier"

" Maximum intensity 105.606 mm/hr" " Total depth 33.816 mm"

" 6 002hyd Hydrograph extension used in this file" " 33 CATCHMENT 102" " 1 Triangular SCS" " 1 Equal length" " 1 SCS method" " 102 Park Block" " 10.000 % Impervious" " 0.680 Total Area" " 62.000 Flow length" " 2.000 Overland Slope" " 0.612 Pervious Area" " 62.000 Pervious length" " 2.000 Pervious slope" " 0.068 Impervious Area" " 62.000 Impervious length" " 2.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No." " 0.160 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.836 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 0.014 0.000 0.000 0.000 c.m/sec" " Catchment 102 Pervious Impervious Total Area "

" Surface Area 0.612 0.068 0.680 hectare" " Time of concentration 49.280 3.196 32.382 minutes" " Time to Centroid 155.168 88.004 130.540 minutes" " Rainfall depth 33.816 33.816 33.816 mm" " Rainfall volume 206.95 22.99 229.95 c.m" " Rainfall losses 28.389 5.536 26.104 mm" " Runoff depth 5.427 28.280 7.712 mm" " Runoff volume 33.21 19.23 52.44 c.m" " Runoff coefficient 0.160 0.836 0.228 "

" Maximum flow 0.006 0.014 0.014 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.014 0.014 0.000 0.000" " 33 CATCHMENT 100"

" 1 Triangular SCS" " 1 Equal length"

" 1 SCS method"

" 100 Grassed Area at Wetland Buffer" " 0.000 % Impervious" " 0.790 Total Area" " 30.000 Flow length" " 15.000 Overland Slope" " 0.790 Pervious Area" " 30.000 Pervious length" " 15.000 Pervious slope" " 0.000 Impervious Area" " 30.000 Impervious length" " 15.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No." " 0.160 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.000 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 0.014 0.014 0.000 0.000 c.m/sec" " Catchment 100 Pervious Impervious Total Area "

" Surface Area 0.790 0.000 0.790 hectare" " Time of concentration 17.418 1.130 17.418 minutes" " Time to Centroid 118.586 84.810 118.586 minutes" " Rainfall depth 33.816 33.816 33.816 mm" " Rainfall volume 267.15 0.00 267.15 c.m" " Rainfall losses 28.394 5.800 28.394 mm" " Runoff depth 5.422 28.016 5.422 mm" " Runoff volume 42.84 0.00 42.84 c.m" " Runoff coefficient 0.160 0.000 0.160 "

" Maximum flow 0.014 0.000 0.014 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.014 0.020 0.000 0.000" " 40 HYDROGRAPH Copy to Outflow"

" 8 Copy to Outflow" " 0.014 0.020 0.020 0.000" " 40 HYDROGRAPH Combine 1000" " 6 Combine " " 1000 Node #" " North Wetland "

" Maximum flow 0.020 c.m/sec" " Hydrograph volume 95.282 c.m" " 0.014 0.020 0.020 0.020"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Park Block and Wetland Buffer uncontrolled to North " " Wetland "

" 40 HYDROGRAPH Start - New Tributary" " 2 Start - New Tributary"

" 0.014 0.000 0.020 0.020" " 33 CATCHMENT 101" " 1 Triangular SCS" " 1 Equal length" " 1 SCS method" " 101 ApartmentBlock" " 80.000 % Impervious" " 1.010 Total Area" " 65.000 Flow length" " 2.000 Overland Slope" " 0.202 Pervious Area" " 65.000 Pervious length" " 2.000 Pervious slope" " 0.808 Impervious Area" " 65.000 Impervious length" " 2.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No."

" 0.160 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.836 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 0.165 0.000 0.020 0.020 c.m/sec" " Catchment 101 Pervious Impervious Total Area "

" Surface Area 0.202 0.808 1.010 hectare" " Time of concentration 50.697 3.288 5.459 minutes" " Time to Centroid 156.796 88.158 91.302 minutes" " Rainfall depth 33.816 33.816 33.816 mm" " Rainfall volume 68.31 273.23 341.54 c.m" " Rainfall losses 28.389 5.550 10.118 mm" " Runoff depth 5.427 28.266 23.698 mm" " Runoff volume 10.96 228.39 239.35 c.m" " Runoff coefficient 0.160 0.836 0.701 "

" Maximum flow 0.002 0.165 0.165 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.165 0.165 0.020 0.020" " 54 POND DESIGN"

" 0.165 Current peak flow c.m/sec" " 0.100 Target outflow c.m/sec" " 239.3 Hydrograph volume c.m" " 15. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 0.000 0.000 0.000" " 0.1500 0.00736 12.150" " 0.3000 0.01473 40.500" " 0.4500 0.01877 75.259" " 0.6000 0.02209 113.660" " 0.7500 0.02497 153.751" " 0.9000 0.02755 193.841" " 1.050 0.02991 232.242" " 1.200 0.03209 267.001" " 1.350 0.03414 295.351" " 1.500 0.03607 307.501" " 1.950 0.04132 307.899" " 2.400 0.04598 308.694" " 2.600 0.04790 310.871" " 2.700 0.6982 312.871"

" Peak outflow 0.023 c.m/sec" " Maximum level 0.667 metre" " Maximum storage 131.621 c.m" " Centroidal lag 2.684 hours" " 0.165 0.165 0.023 0.020 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from Apartment Block SWM Facility" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 0.165 0.023 0.023 0.020" " 54 POND DESIGN"

" 0.023 Current peak flow c.m/sec" " 0.521 Target outflow c.m/sec" " 239.5 Hydrograph volume c.m" " 14. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 334.800 1.00E-04 0.000" " 334.900 0.00011 2.000"

" 335.000 1.00E-04 4.000" " 335.100 0.00011 6.000" " 335.200 1.00E-04 8.000" " 335.300 0.00011 10.000" " 335.400 1.00E-04 12.000" " 335.500 0.00011 14.000" " 335.600 1.00E-04 16.000" " 335.700 0.00011 18.000" " 335.800 1.00E-04 20.000" " 335.801 0.00172 20.020" " 335.900 1.756 22.000" " 336.000 5.068 24.000"

" Peak outflow 0.023 c.m/sec" " Maximum level 335.802 metre" " Maximum storage 20.044 c.m" " Centroidal lag 5.391 hours" " 0.165 0.023 0.023 0.020 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from Apartment Block Energy Dissipation Structure" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 0.165 0.023 0.023 0.020" " 52 CHANNEL DESIGN"

" 0.023 Current peak flow c.m/sec" " 0.070 Manning 'n'"

" 0. Cross-section type: 0=trapezoidal; 1=general" " 40.000 Basewidth metre"

" 100.000 Left bank slope" " 100.000 Right bank slope" " 0.100 Channel depth metre" " 15.000 Gradient %"

" Depth of flow 0.004 metre" " Velocity 0.140 m/sec" " Channel capacity 5.278 c.m/sec" " Critical depth 0.003 metre" " 53 ROUTE Channel Route 20"

" 20.00 Channel Route 20 Reach length ( metre)" " 0.500 X-factor <= 0.5"

" 107.140 K-lag ( seconds)"

" 0.000 Default(0) or user spec.(1) values used" " 0.500 X-factor <= 0.5"

" 30.000 K-lag ( seconds)" " 0.500 Beta weighting factor"

" 100.000 Routing time step ( seconds)" " 1 No. of sub-reaches"

" Peak outflow 0.023 c.m/sec" " 0.165 0.023 0.023 0.020 c.m/sec"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Total overland flow and depth released into North Wetland " " from Apartment Block"

" 40 HYDROGRAPH Combine 1000" " 6 Combine "

" 1000 Node #"

" North Wetland "

" Maximum flow 0.043 c.m/sec" " Hydrograph volume 332.327 c.m" " 0.165 0.023 0.023 0.043" " 40 HYDROGRAPH Start - New Tributary"

" 2 Start - New Tributary"

" 0.165 0.000 0.023 0.043" " 33 CATCHMENT 200" " 1 Triangular SCS" " 1 Equal length" " 1 SCS method" " 200 Remainder of Site." " 73.000 % Impervious" " 8.450 Total Area" " 210.000 Flow length" " 2.000 Overland Slope"

" 2.281 Pervious Area" " 210.000 Pervious length" " 2.000 Pervious slope" " 6.168 Impervious Area" " 210.000 Impervious length" " 2.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No." " 0.161 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.844 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 1.251 0.000 0.023 0.043 c.m/sec" " Catchment 200 Pervious Impervious Total Area "

" Surface Area 2.281 6.168 8.450 hectare" " Time of concentration 102.463 6.645 12.941 minutes" " Time to Centroid 216.217 93.071 101.162 minutes" " Rainfall depth 33.816 33.816 33.816 mm" " Rainfall volume 771.51 2085.94 2857.45 c.m" " Rainfall losses 28.388 5.268 11.511 mm" " Runoff depth 5.428 28.548 22.305 mm" " Runoff volume 123.85 1760.96 1884.81 c.m" " Runoff coefficient 0.161 0.844 0.660 "

" Maximum flow 0.012 1.251 1.251 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 1.251 1.251 0.023 0.043" " 54 POND DESIGN"

" 1.251 Current peak flow c.m/sec" " 0.911 Target outflow c.m/sec" " 1884.8 Hydrograph volume c.m" " 16. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 333.300 0.00330 0.000" " 333.400 0.00660 281.800" " 333.500 0.01296 577.300" " 333.600 0.01710 886.750" " 333.700 0.02042 1210.350" " 333.700 0.02042 1210.350" " 333.800 0.1051 1548.250" " 333.900 0.2588 1900.700" " 334.000 0.2913 2266.250" " 334.100 0.3205 2645.000" " 334.200 0.3473 3037.050" " 334.300 0.3721 3834.650" " 334.400 0.3954 4253.600" " 334.450 0.4065 4468.160" " 334.500 0.5706 4686.150" " 334.600 1.250 5133.450"

" Peak outflow 0.075 c.m/sec" " Maximum level 333.764 metre" " Maximum storage 1427.278 c.m" " Centroidal lag 12.692 hours" " 1.251 1.251 0.075 0.043 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from main SWM Facility (Catchment 200)" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 1.251 0.075 0.075 0.043" " 54 POND DESIGN"

" 0.075 Current peak flow c.m/sec" " 0.911 Target outflow c.m/sec"

" 1876.7 Hydrograph volume c.m" " 15. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 333.200 0.000 0.000" " 333.300 0.02100 0.4000" " 333.400 0.04500 0.9000" " 333.500 0.07700 1.300" " 333.600 0.1000 1.700" " 333.700 0.1970 2.200" " 333.800 0.2670 2.600" " 333.900 0.3070 3.000" " 334.000 0.3370 3.500" " 334.100 0.3650 3.900" " 334.200 0.3910 4.300" " 334.300 0.4160 4.800" " 334.400 0.4390 5.200" " 334.500 0.4610 5.600" " 334.600 0.4820 6.000"

" Peak outflow 0.075 c.m/sec" " Maximum level 333.493 metre" " Maximum storage 1.272 c.m" " Centroidal lag 12.695 hours" " 1.251 0.075 0.075 0.043 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from Flow-Splitting Structure" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 1.251 0.075 0.075 0.043" " 56 DIVERSION"

" 100 Node number" " 0.005 Overflow threshold"

" 1.000 Required diverted fraction" " 0 Conduit type; 1=Pipe;2=Channel"

" Peak of diverted flow 0.070 c.m/sec" " Volume of diverted flow 1190.834 c.m" " DIV00100.002hyd"

" Major flow at 100"

" 1.251 0.075 0.005 0.043 c.m/sec" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 1.251 0.005 0.005 0.043" " 54 POND DESIGN"

" 0.005 Current peak flow c.m/sec" " 0.134 Target outflow c.m/sec" " 685.9 Hydrograph volume c.m" " 14. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 331.800 1.00E-04 0.000" " 331.900 0.00011 1.500" " 332.000 1.00E-04 3.000" " 332.100 0.00011 4.500" " 332.200 1.00E-04 6.000" " 332.300 0.00011 7.500" " 332.400 1.00E-04 9.000" " 332.500 0.00011 10.500" " 332.600 1.00E-04 12.000" " 332.700 0.00011 13.500" " 332.800 1.00E-04 15.000" " 332.801 0.00129 15.015" " 332.900 1.317 16.500" " 333.000 3.801 18.000"

" Maximum level 332.801 metre" " Maximum storage 15.019 c.m" " Centroidal lag 23.337 hours" " 1.251 0.005 0.005 0.043 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Flow from North Wetland Dissipation Structure" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 1.251 0.005 0.005 0.043" " 52 CHANNEL DESIGN"

" 0.005 Current peak flow c.m/sec" " 0.070 Manning 'n'"

" 0. Cross-section type: 0=trapezoidal; 1=general" " 30.000 Basewidth metre"

" 100.000 Left bank slope" " 100.000 Right bank slope" " 0.100 Channel depth metre" " 7.000 Gradient %"

" Depth of flow 0.002 metre" " Velocity 0.068 m/sec" " Channel capacity 2.807 c.m/sec" " Critical depth 0.001 metre" " 53 ROUTE Channel Route 10"

" 10.00 Channel Route 10 Reach length ( metre)" " 0.499 X-factor <= 0.5"

" 110.318 K-lag ( seconds)"

" 0.000 Default(0) or user spec.(1) values used" " 0.500 X-factor <= 0.5"

" 30.000 K-lag ( seconds)" " 0.500 Beta weighting factor"

" 100.000 Routing time step ( seconds)" " 1 No. of sub-reaches"

" Peak outflow 0.005 c.m/sec" " 1.251 0.005 0.005 0.043 c.m/sec"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Total overland flow and depth released into North Wetland " " from main SWM Facility"

" 40 HYDROGRAPH Combine 1000" " 6 Combine "

" 1000 Node #"

" North Wetland "

" Maximum flow 0.043 c.m/sec" " Hydrograph volume 1002.699 c.m" " 1.251 0.005 0.005 0.043" " 40 HYDROGRAPH Confluence 1000" " 7 Confluence " " 1000 Node #" " North Wetland "

" Maximum flow 0.043 c.m/sec" " Hydrograph volume 1002.699 c.m" " 1.251 0.043 0.005 0.000" " 40 HYDROGRAPH Copy to Outflow"

" 8 Copy to Outflow"

" 1.251 0.043 0.043 0.000" " 40 HYDROGRAPH Combine 2000"

" 6 Combine " " 2000 Node #"

" Total From Site "

" Maximum flow 0.043 c.m/sec" " Hydrograph volume 1002.699 c.m" " 1.251 0.043 0.043 0.043" " 40 HYDROGRAPH Start - New Tributary"

" 2 Start - New Tributary"

" 1.251 0.000 0.043 0.043" " 47 FILEI_O Read/Open DIV00100.002hyd"

" 1 1=read/open; 2=write/save" " 2 1=rainfall; 2=hydrograph"

" 1 1=runoff; 2=inflow; 3=outflow; 4=junction" " DIV00100.002hyd"

" Major flow at 100"

" Total volume 1190.834 c.m" " Maximum flow 0.070 c.m/sec" " 0.070 0.000 0.043 0.043 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.070 0.070 0.043 0.043" " 54 POND DESIGN"

" 0.070 Current peak flow c.m/sec" " 0.134 Target outflow c.m/sec" " 1190.8 Hydrograph volume c.m" " 14. Number of stages"

" 0.000 Minimum water level metre" " 3.000 Maximum water level metre" " 0.000 Starting water level metre"

" 0 Keep Design Data: 1 = True; 0 = False" " Level Discharge Volume"

" 331.800 1.00E-04 0.000" " 331.900 0.00011 3.333" " 332.000 1.00E-04 6.667" " 332.100 0.00011 10.000" " 332.200 1.00E-04 13.333" " 332.300 0.00011 16.667" " 332.400 1.00E-04 20.000" " 332.500 0.00011 23.333" " 332.600 1.00E-04 26.667" " 332.700 0.00011 30.000" " 332.800 1.00E-04 33.333" " 332.801 0.00429 33.367" " 332.900 4.390 36.667" " 333.000 12.670 40.000"

" Peak outflow 0.070 c.m/sec" " Maximum level 332.802 metre" " Maximum storage 33.416 c.m" " Centroidal lag 9.117 hours" " 0.070 0.070 0.070 0.043 c.m/sec"

" 81 ADD COMMENT==================================================" " 1 Lines of comment"

" Total flow from South Wetland Dissipation Structure" " 40 HYDROGRAPH Next link "

" 5 Next link "

" 0.070 0.070 0.070 0.043" " 52 CHANNEL DESIGN"

" 0.070 Current peak flow c.m/sec" " 0.070 Manning 'n'"

" 0. Cross-section type: 0=trapezoidal; 1=general" " 100.000 Basewidth metre"

" 100.000 Left bank slope" " 100.000 Right bank slope" " 0.100 Channel depth metre" " 10.000 Gradient %"

" Depth of flow 0.005 metre" " Velocity 0.135 m/sec" " Channel capacity 10.103 c.m/sec" " Critical depth 0.004 metre" " 53 ROUTE Channel Route 10"

" 10.00 Channel Route 10 Reach length ( metre)" " 0.498 X-factor <= 0.5"

" 55.702 K-lag ( seconds)"

" 0.000 Default(0) or user spec.(1) values used" " 0.500 X-factor <= 0.5"

" 30.000 K-lag ( seconds)" " 0.500 Beta weighting factor"

" 50.000 Routing time step ( seconds)" " 1 No. of sub-reaches"

" Peak outflow 0.070 c.m/sec" " 0.070 0.070 0.070 0.043 c.m/sec"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Total overland flow and depth released into South Wetland " " from main SWM Facility"

" 64 SHOW TABLE"

" 2 Flow hydrograph" " 5 Outflow Hydrograph"

" Maximum flow 0.070 c.m/sec" " Hydrograph volume 1178.121 c.m" " 40 HYDROGRAPH Combine 2000"

" 6 Combine " " 2000 Node #"

" Total From Site "

" Maximum flow 0.105 c.m/sec" " Hydrograph volume 2180.822 c.m" " 0.070 0.070 0.070 0.105" " 40 HYDROGRAPH Confluence 2000"

" 7 Confluence " " 2000 Node #"

" Total From Site "

" Maximum flow 0.105 c.m/sec" " Hydrograph volume 2180.822 c.m" " 0.070 0.105 0.070 0.000" " 38 START/RE-START TOTALS 2000"

" 3 Runoff Totals on EXIT"

" Total Catchment area 10.930 hectare" " Total Impervious area 7.045 hectare" " Total % impervious 64.451"

Hart Subdivision City of Guelph

G&M: 112155

5 year post-development flows

" MIDUSS Output --->" " MIDUSS version Version 2.25 rev. 473" " MIDUSS created Sunday, February 07, 2010" " 10 Units used: ie METRIC" " Job folder: C:\Miduss Projects\112155" " Output filename: 112-155-post-5 year.out" " Licensee name: gamsby" " Company " " Date & Time last used: 5/15/2015 at 10:37:47 AM" " 31 TIME PARAMETERS"

" 5.000 Time Step"

" 170.000 Max. Storm length" " 4000.000 Max. Hydrograph" " 32 STORM Chicago storm" " 1 Chicago storm" " 1596.000 Coefficient A" " 11.000 Constant B" " 0.897 Exponent C" " 0.400 Fraction R" " 170.000 Duration"

" 1.000 Time step multiplier"

" Maximum intensity 128.502 mm/hr" " Total depth 42.677 mm"

" 6 005hyd Hydrograph extension used in this file" " 33 CATCHMENT 102" " 1 Triangular SCS" " 1 Equal length" " 1 SCS method" " 102 Park Block" " 10.000 % Impervious" " 0.680 Total Area" " 62.000 Flow length" " 2.000 Overland Slope" " 0.612 Pervious Area" " 62.000 Pervious length" " 2.000 Pervious slope" " 0.068 Impervious Area" " 62.000 Impervious length" " 2.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No." " 0.217 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.862 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 0.020 0.000 0.000 0.000 c.m/sec" " Catchment 102 Pervious Impervious Total Area "

" Surface Area 0.612 0.068 0.680 hectare" " Time of concentration 37.955 2.922 27.226 minutes" " Time to Centroid 137.576 85.355 121.583 minutes" " Rainfall depth 42.677 42.677 42.677 mm" " Rainfall volume 261.18 29.02 290.20 c.m" " Rainfall losses 33.419 5.896 30.667 mm" " Runoff depth 9.257 36.781 12.010 mm" " Runoff volume 56.66 25.01 81.67 c.m" " Runoff coefficient 0.217 0.862 0.281 "

" Maximum flow 0.013 0.018 0.020 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.020 0.020 0.000 0.000" " 33 CATCHMENT 100"

" 1 Triangular SCS" " 1 Equal length"

" 1 SCS method"

" 100 Grassed Area at Wetland Buffer" " 0.000 % Impervious" " 0.790 Total Area" " 30.000 Flow length" " 15.000 Overland Slope" " 0.790 Pervious Area" " 30.000 Pervious length" " 15.000 Pervious slope" " 0.000 Impervious Area" " 30.000 Impervious length" " 15.000 Impervious slope" " 0.300 Pervious Manning 'n'" " 74.000 Pervious SCS Curve No." " 0.216 Pervious Runoff coefficient" " 0.100 Pervious Ia/S coefficient" " 8.924 Pervious Initial abstraction" " 0.013 Impervious Manning 'n'" " 98.000 Impervious SCS Curve No." " 0.000 Impervious Runoff coefficient" " 0.100 Impervious Ia/S coefficient" " 0.518 Impervious Initial abstraction"

" 0.031 0.020 0.000 0.000 c.m/sec" " Catchment 100 Pervious Impervious Total Area "

" Surface Area 0.790 0.000 0.790 hectare" " Time of concentration 13.415 1.033 13.415 minutes" " Time to Centroid 108.932 82.663 108.932 minutes" " Rainfall depth 42.677 42.677 42.677 mm" " Rainfall volume 337.15 0.00 337.15 c.m" " Rainfall losses 33.446 6.340 33.446 mm" " Runoff depth 9.231 36.336 9.231 mm" " Runoff volume 72.92 0.00 72.93 c.m" " Runoff coefficient 0.216 0.000 0.216 "

" Maximum flow 0.031 0.000 0.031 c.m/sec" " 40 HYDROGRAPH Add Runoff "

" 4 Add Runoff "

" 0.031 0.043 0.000 0.000" " 40 HYDROGRAPH Copy to Outflow"

" 8 Copy to Outflow" " 0.031 0.043 0.043 0.000" " 40 HYDROGRAPH Combine 1000" " 6 Combine " " 1000 Node #" " North Wetland "

" Maximum flow 0.043 c.m/sec" " Hydrograph volume 154.592 c.m" " 0.031 0.043 0.043 0.043"

" 81 ADD COMMENT==================================================" " 2 Lines of comment"

" Park Block and Wetland Buffer uncontrolled to North " " Wetland "

" 40 HYDROGRAPH Start - New Tributary" " 2 Start - New Tributary"

" 0.031 0.000 0.043 0.043" " 33 CATCHMENT 101"

In document UNIVERSIDAD DE LAS AMÉRICAS (página 75-79)