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TYPICAL SEDIMOT II INPUT (CULVERTS AND DITCHES) <br /> Card <br /> Code Parameter Input <br /> 1 Watershed Identification = <br /> 2 Storm Type = (SCS Type II) <br /> No. of Depth Time Values = 2 <br /> 3 Rainfall Depth (inch) = 1.60 (10-yr, 24-hr storm) <br /> Storm Duration (hour) = 24.0 <br /> Storm Time Increment = 0.1 <br /> Max. 30 Min. Intensity = 1.0 <br /> 4 Number of Junctions = 1 <br /> Sedimentology and/or Hydrology = 1 (Hydrology Only) <br /> 5 Number of Branches per Junction = 1 <br /> 10 Number of Structures per Branch = 1 <br /> 11 Travel Time Between Structures (hr) = 0.0 <br /> Muskingum's k Between Structures (hr) = 0.0 <br /> Muskingum's X Between Structures (hr) = 0.0 <br /> 12 Number of Subwatersheds per Structures = 1 <br /> Type of Sediment Control Structure = 1 (Null Structure) <br /> Print Control Variable for <br /> Total Drainage = 1 (Summary Table) <br /> Print Control Variable for <br /> Drainage Between Structures = 1 (Summary Table) <br /> Print Option for Subwatershed Inputs = 1 (Input Tables) <br /> 13 Subwatershed Area (Acres) _ <br /> Curve Number = <br /> Time of Concentration = <br /> Travel Time (to Structure) = 0.0 <br /> Muskingum's k (to Structure) = 0.0 <br /> Muskingum's X (to Structure) = 0.0 <br /> Hydrology Print Option = 1.0 (Input Tables) <br /> Hydraulic Surface Condition = <br /> Number of Flow Segments = 0.0 <br />