
Appendix
198
Parshall flumes
Type
Q
max
[m
3
/h]
α
β
γ
C
Parshall 1"
15,23
1,550
1,000
0,0000000
0,0048651
Parshall 2"
30,46
1,550
1,000
0,0000000
0,0097302
Parshall 3"
203,8
1,547
1,000
0,0000000
0,0144964
Parshall 6"
430,5
1,580
1,000
0,0000000
0,0249795
Parshall 9"
950,5
1,530
1,000
0,0000000
0,0495407
Parshall 1 ft
1704
1,522
1,000
0,0000000
0,0675749
Parshall 1,5 ft
2595
1,538
1,000
0,0000000
0,0924837
Parshall 2 ft
3498
1,550
1,000
0,0000000
0,1151107
Parshall 3 ft
5328
1,566
1,000
0,0000000
0,1575984
Parshall 4 ft
7185
1,578
1,000
0,0000000
0,1962034
Parshall 5 ft
9058
1,587
1,000
0,0000000
0,2329573
Parshall 6 ft
10951
1,595
1,000
0,0000000
0,2670383
Parshall 8 ft
14767
1,607
1,000
0,0000000
0,3324357
Palmer-Bowlus flumes
Type
Q
max
[m
3
/h]
α
β
γ
C
Palmer-Bowlus 6"
38,08
0,200
2,000
0,0083313
0,3106790
Palmer-Bowlus 8"
68,86
0,200
2,000
0,0047711
0,6255716
Palmer-Bowlus 10"
150,2
0,200
2,000
0,0034924
0,9571182
Palmer-Bowlus 12"
215,8
0,200
2,000
0,0022844
1,6034450
Palmer-Bowlus 15"
377,6
0,200
2,000
0,0015814
2,5957210
Palmer-Bowlus 18"
504,0
0,200
2,000
0,0012679
3,5431970
Palmer-Bowlus 21"
875,6
0,200
2,000
0,0008765
5,5433280
Palmer-Bowlus 24"
1077
0,200
2,000
0,0006771
7,6652450
Palmer-Bowlus 27"
1639
0,200
2,000
0,0005672
9,7043720
Palmer-Bowlus 30"
2133
0,200
2,000
0,0004475
12,9501200
Rectangular weirs
Type
Q
max
[m
3
/h]
α
β
γ
C
RectWT0/5H
1049
1,500
1,000
0,0000000
0,2067454
RectWT0/T5
11733
1,500
1,000
0,0000000
0,2067454
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