1971
DOI: 10.3133/ofr71341
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Suggested criteria for hydrologic design of storm-drainage facilities in the San Francisco Bay Region, California

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Cited by 26 publications
(19 citation statements)
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“…This gives some point of reference from which to compare urbanized streams. Researchers note that the width-to-depth ratio tends to increase with increasing urbanization (Leopold, 1968;Rantz, 1971;Hammer, 1972;Dunne and Leopold, 1978). Since the width exponent (0.52) is greater than the depth exponent (0.32), it is understandable that with increasing discharge, the width will increase faster than the depth (i.e.…”
Section: ·32mentioning
confidence: 99%
“…This gives some point of reference from which to compare urbanized streams. Researchers note that the width-to-depth ratio tends to increase with increasing urbanization (Leopold, 1968;Rantz, 1971;Hammer, 1972;Dunne and Leopold, 1978). Since the width exponent (0.52) is greater than the depth exponent (0.32), it is understandable that with increasing discharge, the width will increase faster than the depth (i.e.…”
Section: ·32mentioning
confidence: 99%
“…Basin physiography (slope length, steepness) also control storm hydrographs by determining the effective hillslope length that contributes water during an event (Langbein, 1940;Rantz, 1971;Rodriguez-Iturbe et al, 1982). In steep forested basins, where water infiltrates vertically very rapidly, hydrographs may respond very rapidly to precipitation, because subsurface flowpaths control storm hydrograph response either by lateral flow in preferential flowpaths, or as vertical 'pressure waves' through the soil matrix (Torres et al, 1998;Montgomery and Dietrich, 2002b;Montgomery et al, 2002;Torres, 2002;McDonnell 2003;McGuire and McDonnell, 2006).…”
Section: Introductionmentioning
confidence: 99%
“…Numerous methods exist for calculating unit hydrographs by deconvolution (Snyder, 1938;Langbein, 1940;Rantz, 1971;US Soil Conservation Service, 1972), including the relatively simple -index technique. The -index method produces an estimate of the excess rainfall hyetograph by assuming a constant rate of rainfall 'abstraction' (that fraction of the rainfall that does not contribute to stormflow) represented by .…”
Section: Introductionmentioning
confidence: 99%