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https://directives.sc.egov.usda.gov/OpenNonWebContent.aspx?content=17752.wba
(210-VI-NEH, July 2004) 10–iii Chapter 10 Estimation of Direct Runoff from Storm Rainfall Contents: 630.1000 Introduction 10–1 630.1001 Rainfall-runoff relationship 10–2
https://www.engr.colostate.edu/~ramirez/ce_old/classes/cive322-Ramirez/CE322_Web/Unit%20Hydrographs%20Example.htm
5. Determine the duration D of the ERH associated with the UH obtained in 4.In order to do this: a) Determine the volume of losses, V Losses which is equal to the difference between the volume of gross rainfall, V GRH, and the volume of the direct runoff hydrograph, V DRH. V Losses = V GRH - V DRH = (0.25 + 2.75 + 2.75 +0.25) cm/h 1 h - 5 cm = 1 cm
http://users.rowan.edu/~jagadish/resources/wre/m2ws3.pdf
A hypothetical 24-hr design storm for the Pierre Creek watershed has led to a prediction of 5 cm of excess rainfall in the first 12 hours and 3 cm of excess rainfall in the subsequent 12 hours. Using the 12-hr unit hydrograph given below, calculate the stream flow expected from this design storm. Find the area of the catchment. Hour UH (m3/s)
https://www.uap-bd.edu/ce/Handouts/CE-363/Lec.23-26.pdf
3.5 cm DRH 6-h UH 6 12 18 24 30 36 42 48 54 60 66 77 Time in hours 6.10 (a) 3.5 cm DRH derived from 6—h unit hydrograph—Example 6.4 EXAMPLE 6.4 Given below are the ordinates of a 6-h unit hydrograph for a catchment. C&ulate the ordinates of the DRH due to a rainfall excess of 3.5 cm occurring in 6 hr. 69 0 Time (h) UH ordi- nate (m /s) o o
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