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The geomorphic structure of the runoff peak

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Figure

Fig. 1. The solutions of Eq. (4) are given by the crossing of the unituniform hyetograph;(b)of the IUH inhydrograph f (t) with another unit hydrograph, f (t −tp), shifted bya distance, tp
Fig. 2. Delay, �t, of time to peak with respect to the end of the rainstorm, as a function of rainfall duration, tp, for the case study of Longowatershed (Italy), illustrated in detail Paragraph 3
Fig. 3.)∗ = 6808 s(the right limit of the grey). In the case Two examples unit hydrographs derived from the width function with1 1 3 1  u = 2 m s−it is: (Q2)MAX = 21.2 ms−, (t2)p∗ = 2914 s,3  (t1 2)∗= 1 m s−(with smaller peaks on the right)
Fig. 4. Graphical solution of Eq. (9) for three values of channels celerity uc. The value of m = 0.63 (horizontal line) is found by analysing theextreme precipitation in the area of the Longo watershed (Italy); the other curves represent the function g(tp)
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