Hydraulic Efficiency of Grate and Curb Inlets - Urban Drainage and ...

Plot of rstudent*pred. Legend: A = 1 obs, B = 2 obs, etc.
S ‚
t ‚
u 2.5 ˆ
d ‚
e ‚ A
n ‚ A
t 2.0 ˆ
A
i ‚ A
z ‚ A
e ‚ A
d 1.5 ˆ A AA
‚
R ‚
e ‚ A A A
s 1.0 ˆ
B
i ‚ A
d ‚ A
u ‚ A
a 0.5 ˆ A A AA A
l ‚ A
‚ A A A A A
w ‚ A A A A A
i 0.0 ˆ A A A A A
t ‚ A AA AA
h ‚ A
o ‚ A
u -0.5 ˆ A A A
t ‚ A A A
‚ B A
C ‚ A A A
u -1.0 ˆ A A A
r ‚ A
r ‚ A A A
e ‚ A A
n -1.5 ˆ
A
t ‚ A
‚ A A
O ‚ A
b -2.0 ˆ
s ‚
Šƒƒˆƒƒƒƒƒƒƒƒƒƒƒˆƒƒƒƒƒƒƒƒƒƒƒˆƒƒƒƒƒƒƒƒƒƒƒˆƒƒƒƒƒƒƒƒƒƒƒˆƒƒƒƒƒƒƒƒƒƒƒˆƒƒƒƒƒƒƒƒƒƒƒˆƒƒƒƒƒƒƒƒƒƒƒˆƒƒ
-1.2 -1.0 -0.8 -0.6 -0.4 -0.2 0.0 0.2
Predicted Value of logE
(b)
Figure G-3 (cont.): Type R curb inlet
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