Table B.1b. Laboratory Data.
Number
Source
Data Sets
1
Barton and Lin (1955)
30
2
Brooks (Vanoni and Brooks 1957)
21
3
Guy (Simons and Richardson 1966)
290
4
Franco (1968)
19
5
Kalinske and Hsia (1945)
9
6
Kennedy and Brooks (1963)
9
7
Laursen (1958)
24
8
Meyer-Peter and Mller (1948)
139
9
Nomicos 1 (Toffaletti 1968) (Vanoni and Brooks 1957)
12
10
Nomicos 2 (Vanoni and Brooks 1957)
26
11
Onishi, Jain and Kennedy (1976)
14
12
Stein (1965)
57
13
Straub (1954 and 1958)
24
14
Taylor and Vanoni (1972)
6
15
Vanoni and Brooks (1957)
15
16
Vanoni and Hwang (1967)
16
17
Williams (1970)
83
18
Willis (Willis, Coleman, and Ellis 1972)
96
19
Wilcock and Southard (1988)
29
TOTAL DATA
919
Table B.2. Field and Laboratory Data Ranges.
Hydraulic Geometry
Field Data
Laboratory Data
Flow discharge (m3/s)
0.0009 235,000
0.001 4.614
Width (m)
0.8 3,338
0.267 2.438
Depth (m)
0.02 68.00
0.008 1.092
Slope
0.0000021 0.0126
0.00015 0.0331
B.4
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