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SWB -3 <br />Graphical Peak Discharge <br />Project: SWB -3 <br />Location: Revenue <br />Developed <br />1. Data: <br />Drainage area: .................... A = <br />Runoff Curve Number :.............CN = <br />Time of Concentration: ........... Tc = <br />Storm Type :....................... _ <br />Pond and swamp areas spread <br />throughout watershed ............... _ <br />2. Frequency ........................yr = <br />3. Rainfall ,P(24 - hour) .............. in = <br />4. Initial abstraction, Ia............ = <br />5. Compute Ia /P ....................... = <br />6. Unit peak discharge, qu ...... csm /in = <br />7. Runoff ,Q .........................in = <br />8. Pond & swap adjustment factor .... Fp = <br />9. Peak Discharge,gp ...............cfs = <br />SWB -4 <br />Graphical Peak Discharge <br />Project: SWB -4 <br />Location: Revenue <br />Developed <br />1. Data: <br />Drainage area: .................... A = <br />Runoff Curve Number: ............. CN = <br />Time of Concentration: ........... Tc = <br />StormType: ....................... _ <br />Pond and swamp areas spread <br />throughout watershed ............... _ <br />2. Frequency ........................yr = <br />3. Rainfall ,P(24 - hour) .............. in = <br />4. Initial abstraction, Ia............ = <br />5. Compute Ia /P ....................... = <br />6. Unit peak discharge, qu ...... csm /in = <br />7. Runoff ,Q .........................in = <br />8. Pond & swap adjustment factor,...Fp = <br />9. Peak Discharge,gp ...............cfs = <br />Revenue Mine August 2012 6 -2 <br />By: B Langenfeld Date: 05/23/12 <br />Checked: Date: <br />32.2460Acres <br />75 <br />0.24 <br />II <br />0.00 percent of A <br />0.0000 Acres <br />100 <br />3.30 <br />0.6667 <br />0.2020 <br />696.38 <br />1.1622 <br />1.00 <br />40.7778 <br />By: B Langenfeld Date: 05/23/12 <br />Checked: Date: <br />14.0470Acres <br />73 <br />0.21 <br />II <br />0.00 percent of A <br />0.0000 Acres <br />100 <br />3.30 <br />0.7397 <br />0.2242 <br />723.84 <br />1.0473 <br />1.00 <br />16.6388 <br />