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Knapp (1963)
Measuring rainfall and runoff at storm-water inletsProc. Am. Soc. Civil Engrs.
J. Knapp, J. Schaake, W. Viessman (1963)
Measuring Rainfall and Runoff at Storm-Water InletsJournal of Hydraulic Engineering, 89
W. Viessman, J. Geyer (1962)
Characteristics of the Inlet HydrographJournal of Hydraulic Engineering, 88
A. Tholin, C. Keifer (1959)
Hydrology Of Urban RunoffTransactions of the American Society of Civil Engineers, 125
G. Willeke (1966)
Time in Urban HydrologyJournal of Hydraulic Engineering, 92
Viessman Viessman, Geyer Geyer (1962)
Characteristics of the inlet hydrographProc. Am. Soc. Civil Engrs.
The rainfall‐runoff relationships on several impervious urban drainage areas varying in size from about 0.4 to 1.0 acre were investigated. The effective storm pattern, divided into a sequence of 1‐minute inputs, provided the basis for generation of a corresponding sequence of runoff outputs, which were combined to produce the total runoff hydrograph. The basic output is a unit hydrograph resulting from an effective rainfall input of 1 minute's duration. (Key words: Runoff; unit hydrographs; urban areas)
Water Resources Research – Wiley
Published: Sep 1, 1966
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