6-27
Table 6.3.3 Dimensions of Parshall Flumes and Flow calculation formula
Size
W
Flow rate
[m
3
/h]
C
D
E
R
M
P
L
Flow calculation
formula
PF-01 25.4
1
~
30
93 167 450 300 200 600 635 Q=217.31
Ha
1.55
PF-02 50.8
2
~
63
135
214
450 350 250
724
774
434.63 Ha
1.55
PF-03 76.2 3
~
193
178
259
610 406 305
768
914
653.52 Ha
1.547
PF-06 152.4 5
~
398
394
397
610 406 305
902
1525 1372.508 Ha
1.58
PF-09 228.6 9
~
907
381
575
762 406 305 1080 1626 1927.494 Ha
1.53
PF-10 304.8 11
~
1641
610
845
914 508 381 1492 2867 2487.635 Ha
1.527
PF-15 457.2 15
~
2508
762
1026 914 508 381 1676 2943 3803.469 Ha
1.5381
PF-20 609.6 43
~
3374
914
1207 914 508 381 1854 3019 5141.625 Ha
1.5497
PF-30 914.4 62
~
5138
1219 1572 914 508 381 2223 3169 7864.138 Ha
1.5661
PF-40 1219.2 133
~
6922
1524 1937 914 610 457 2711 3318 10633.846 Ha
1.5779
PF-50 1524.0 163
~
8726
1829 2302 914 610 457 3080 3467 13436.837
Ha
1.587
PF-60 1828.8 265
~
10551 2134 2667 914 610 457 3442 3616
16270.018
Ha
1.5946
PF-70 2133.6 306
~
12736 2438 3032 914 610 457 3810 3766 19126.673
Ha
1.601
PF-80 2438.4 357
~
14221 2743 3397 914 610 457 4172 3915 22002.05 Ha
1.56065
Q: Flow rate [m
3
/h]
Ha: Measurement head [m]
Fig. 6.3.6 Parshall Flume
Содержание KRG-10
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