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BC E
1
q L+
0. 5
A
D
F
0
0
1 …0
1
2
3
4
5
t =(t/t s )
buildup
decay
+
Fig. 6.5
Rising (AC) and receding (EF) hydrographs at the lower end x = L of a plane, obtained with the
kinematic wave approach (for turbulent flow with a = 2 / 3). The rate of flow is scaled with the
equilibrium rate of flow q s L = iL and the time is scaled with the time to equilibrium given by
Equation (6.20), so that q L + = ( q L / q s L ) and t + = ( t / t s ). The area ABC represents the volume stored
on the plane under equilibrium flow conditions, and it is equal to the area DEF.
1
0.8
q L +
0.6
0.4
0.2
0
0
0.2
0.4
0.6
0.8
1
1.2
1.4
t +
Fig. 6.6
Comparison between scaled rising hydrograph obtained with the kinematic wave approach (for
turbulent flow with a = 2 / 3) and scaled experimental data obtained by Izzard (1944) on a plane
covered with turf. The solid line represents q L + = t 5 / 3
+
. The data points are derived from several
different experimental combinations, namely rainfall intensities P = i = 91.4 and 45.7 mm h 1 ,
slopes S 0 = 0.01, 0.02 and 0.04, and plane lengths L = 22, 15, 7.3 and 3.7 m. (After Morgali,
1970.)
 
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