Laserfiche WebLink
2002 Senera IIW,Sautb F_ayanrian * Drainage mrd Sediment Confro! Plan 1 TOC- i <br />Section No. <br />PanvNo. <br />1.0 INTRODUCTION ...............................................................................................................................1 <br />2.0 HYDROLOGIC CALCULATIONS .................................................................................................. 2 <br />2.1 PRECIPITATION DISTRIBUTION ........................................................... ..................................... 2 <br />2.2 STORM DURATION .................................................................................. ..................................... 2 <br />2.3 RETURN PERIOD/PRECIPITATION ....................................................... ..................................... 2 <br />2.4 HYDROGRAPH RESPONSE SHAPE ........................................................ ..................................... 2 <br />2.5 DRAINAGE BASIN AREA ........................................................................ ..................................... 3 <br />2.6 TIME OF CONCENTRATION, Tc ............................................................. ..................................... 3 <br />2.7 MUSKINGUM ROUTING PARAMETERS, K, X ..................................... ..................................... 3 <br />2.8 CURVE NUMBER, CN ............................................................................... ..................................... 3 <br />3.0 SEDIMENTATION CALCULATIONS ...........................................................................................4 <br />3.1 RAINFALL FACTOR, R ........................................................................ .......................................... 4 <br />3.2 SOIL ERODIBILITY FACTOR, K ........................................................ .......................................... 4 <br />3.3 LENGTH-SLOPE FACTOR, LS ............................................................ .......................................... 4 <br />3.4 CONTROL FACTOR, C ......................................................................... .......................................... 4 <br />3.5 PRACTICE FACTOR, P ........................................................................ .......................................... 5 <br />3.6 SEDIMENT PARTICLE DISTRIBUTION ............................................ .......................................... 5 <br />4.0 PONDS .................................................................................................................................................6 <br />5.0 HAUL ROAD CHANNEL AND CULVERT DESIGNS .................................................................8 <br />6.0 POST MINING CHANNELS ............................................................................................................ 9 <br />7.0 REFERENCES ..................................................................................................................................12 <br />LIST OF TABLES <br />Table No. Description <br />Page No. <br />1 Seneca IIW (South Expansion Axea) Curoe Number .......................................................3 <br />2 Soil Erodibility Factor ............................................................................................................4 <br />3 Control Factox .........................................................................................................................5 <br />4 Practice Factor .........................................................................................................................5 <br />5 Seneca IIW (South Expansion) Sediment Pond Summary ...............................................7 <br />LIST OF FIGURES <br />Fievre No. Description Pan~~No. <br />1 Postmine Channel Design ..................................................................................................10 <br />MWH * 165 S. Union Boulevard, Suite 410 * Lakemaad, Colorado 80228 * (970J 763-5140 <br />TABLE OF CONTENTS <br />W IVP/3neu/!mu IIW SwdIPROS/AI/mbmmr I}iPmJ ~/M <br />p.ved i/01 d <br />