Laserfiche WebLink
<br />e <br /> <br />~ <br /> <br />e <br /> <br />e <br /> <br />. , <br /> <br />LIST OF TABLES <br /> <br />TABLE <br /> <br />5,1 Constraints on HEC-l Unit Hydrograph and Loss-Rate <br />Parameters <br /> <br />5.2 Program HEC-l Default Initial Unit Hydrograph and <br />Loss-Rate Parameter Estimates <br /> <br />5.3 Program HEC-l Default Initial Routing Parameter Estimates <br /> <br />5.4 Bounds on HEC-l Parameters Unit Hydrograph and Loss-Rate <br />Parameters <br /> <br />6.1 Typical Results of Multiple Regression Analysis for <br />Regionalization of Model Parameters (Rahway River Basin, <br />New Jersey) <br /> <br />7,1 Parameters for Kinematic Wave Example Problem <br /> <br />8.1 Regional Analysis, Selected Data Used in the Multiple <br />Regression Analysis Relating tc and R to Various <br />Physiographic Characteristics of the Rahway River <br /> <br />8.2 Results of Multiple Regression Analysis on a <br />Regional Basis <br /> <br />8,3 Point Rainfall for Hypothetical Storm Events <br /> <br />8.4 Point Rainfall Distributions for Hypothetical Storm <br />Events <br /> <br />8.5 24-Hour Depth-Area Rainfall Data for Hypothetical Storms <br /> <br />8.6 Recommended Peak Discharges at Various Stream Locations <br />for Hypothetical Floods <br /> <br />9,1 Data for Historical Events <br /> <br />9.2 Rainfall and Runoff for Storm Events <br /> <br />9.3 Shellpot Creek Basin Physical Characteristics and <br />Unit Hydrograph Data for SUbbasins <br /> <br />9.4 Recommended Peak Discharges at Selected lndex Points <br />(Shellpot Creek Basin) <br /> <br />10.1 Average Point Rainfall Depths for Durations from 1 Hour <br />to 24 Hours and Return Periods from 2 to 100 Years <br /> <br />10,2 24-Hour Depth-Area Rainfall Data for Hypothetical Storms <br /> <br />10.3 Selected Data in the Vicinity of Red Lion Creek Used in the <br />Analysis Relating tp and Physiographic Characteristics of <br />a Drainage Basin <br /> <br />;x <br /> <br />PAGE <br /> <br />35 <br /> <br />37 <br /> <br />41 <br /> <br />42 <br /> <br />51 <br />62 <br /> <br />73 <br /> <br />76 <br /> <br />77 <br /> <br />78 <br /> <br />79 <br /> <br />81 <br /> <br />86 <br /> <br />88 <br /> <br />88 <br /> <br />96 <br /> <br />105 <br />105 <br /> <br />106 <br />