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Civil Software Design -- SECCAD+ `ler=ion 3.0 <br />Copyrighth(C) 1°87-1990. Pamela J. Schwao. All ri;l-~ts reserved. <br />Company Name: Peabody Coal Company <br />:=filename: E:\SEDCA03\SEN\2WRD-D3 User: RJG <br />Date: t0-26-1990 Time: 1.`.:35:03 <br />SENECA II-1~ NRD-D3 <br />Storm: 1.60 inches. 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />----------------------------------------- <br />fJoPJ-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />h NRD-D3 <br />Gra~nage Area from J1, B1, S1, SWS(s)1: 5.0 acres <br />Total Contributing Drainage Area: 5.0 acres <br />MATERIAL: OTHER <br />Triangular Nonerodible Channel <br />Design Bottom Mannin!3's <br />Discharge Width ZLeft Right Slope n <br />(cfs) <br />--------- (ft) <br />---------- <br />-------- (o) <br />-------------- <br />-------- <br />--------- <br />4.26 ---------- <br />h -------- <br />_.0:1 -------------- <br />x.0:1 :,.0 -------- <br />0.035 <br />h Top Hydraulic Froude • <br />Debt'-~ Velocity 1^lidth Radius Number <br />(ft) (fDS) (ft) <br />------- <br />0.77 --------- <br />.,.61 ---- --- <br />..1 -------------- <br />0.343 ------- <br />1.03 <br />h Runoff Pe a4: <br />`.volume Discharge <br />(ac-ft) (cfs) <br />----------------------- <br />----------------------- <br />IN/OUT 0.34 4.26 <br />#*~c:k~c*~#**~c****~M~~*~*~K***~k**M~~K:K#~K*Y,c*~K ~~K ~k*~K*~k M~lc ~k ~~c#~c#~k#***#+k *~c ~K ~k~MMc ~k M~M~~N ~k ~~K~~***~k <br /> <br />