Back to the Unit Hydrograph Methodby T. V. Hromadka, II, Boyle Engineering Corp, Newport Beach, United States,
Johannes J. DeVries, Boyle Engineering Corp, Newport Beach, United States,
Abstract: In this paper, the basic single area unit hydrograph model is shown to represent a highly complex, rational, link-node model which includes (i) variable effective rainfall distributions over each subarea, including variations in distribution magnitude, timing, and storm pattern shape; (ii) variations in the subarea runoff response on a storm class basis; (iii) variations in channel flow routing response on a storm class basis, including peak attenuation and translation timing effects.
Subject Headings: Storms | Hydrologic models | Rainfall-runoff relationships | Runoff | Hydrographs | Hydraulic models | Channel flow | Flow distribution
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