|
4wm"C,
<br />770.664.6513 (V) 770.664.6565
<br />0.01
<br />0.02`
<br />0.'64
<br />0.05
<br />0.07
<br />0.06�:
<br />6.09'
<br />0.11
<br />0.42,
<br />0.13
<br />014 ,
<br />0.15
<br />0!116
<br />0.17
<br />J8
<br />0.19
<br />0.21
<br />'01-.'P�
<br />0.23
<br />2-4.
<br />0.25
<br />Pil 2 6�:
<br />0.27
<br />629
<br />,0-". 3-0
<br />0.31
<br />0.33
<br />0.14
<br />0.35
<br />0 36
<br />0.37
<br />Q:
<br />0.39
<br />0.41
<br />0 42
<br />0.43
<br />44
<br />0.45
<br />0.46
<br />6.47"
<br />�Mg
<br />.49
<br />Discharge Table
<br />For
<br />1.0'H Flume
<br />Document: H10-D-T Rev.: 0 Date: April 2, 2000 By: ]on
<br />EL
<br />FLOW
<br />LEVEL
<br />FLOW
<br />INCHES-
<br />C
<br />GPW:,:,,
<br />MGQ�,
<br />FEE, T
<br />INCHES
<br />CM'
<br />GM"
<br />MU,
<br />0.12
<br />0.51
<br />6.12
<br />0.416
<br />186.7
<br />0.269
<br />,0.
<br />000 0'1�"
<br />;0
<br />19 8
<br />0.36
<br />0.0017
<br />----------
<br />0.76
<br />0.001
<br />0.53
<br />6.36
<br />0.453
<br />203.3
<br />0.293
<br />,P.18
<br />0'0027
<br />0 .002
<br />.
<br />�47 2,
<br />. .. .......
<br />211 8
<br />Q:305
<br />�.
<br />0.60
<br />0.0040
<br />1.80
<br />0.003
<br />0.55
<br />6.60
<br />0.492
<br />220.8
<br />0.316
<br />72
<br />0`6056,
<br />6.,
<br />0.512 ,
<br />,,s,,2 A
<br />0.84
<br />0.0075
<br />3.37
<br />0.005
<br />0.57
<br />6.84
<br />0.533
<br />239.2
<br />0.344
<br />0 96
<br />0.0097'
<br />4
<br />0.554
<br />4 8'
<br />�O.,35
<br />1.08
<br />0.0122"'-
<br />--'-5" .48
<br />0.008 1 ,
<br />0.59
<br />7.08
<br />0.576
<br />258.5
<br />0.372
<br />11.1210
<br />.01,
<br />q,- 50'
<br />.7
<br />7.
<br />10'598
<br />268 4
<br />0.386
<br />1.32
<br />0.0179
<br />8.03
<br />0.012
<br />0.61
<br />7.32
<br />0.621
<br />278.7
<br />0.401
<br />2
<br />541
<br />6 14-
<br />.0
<br />`62
<br />-7
<br />644
<br />'0.41
<br />1.56
<br />0.0246
<br />11.0
<br />.......
<br />0.016
<br />0.63
<br />7.56
<br />�O.
<br />0.668
<br />299.8
<br />0.432
<br />? U,
<br />117
<br />!pio
<br />0 64
<br />7 68
<br />0;692
<br />JI0.-
<br />`40
<br />1.80
<br />0.0324
<br />14.5
<br />0.021
<br />0.65
<br />7.80
<br />0.717
<br />321.8
<br />0.463
<br />92
<br />A
<br />D 6'
<br />"1-92
<br />043
<br />315
<br />b.480:
<br />2.04
<br />xx,
<br />0.0413
<br />18.5
<br />0.027
<br />0.67
<br />8.04
<br />0.769
<br />345.1
<br />0.497
<br />2.16'
<br />0X462`-;`q
<br />20 7
<br />0`030,
<br />0 .68
<br />16
<br />0.796
<br />2.28
<br />0.0515
<br />23.1
<br />0.033
<br />0.69
<br />8.28
<br />0.823
<br />_,,357 ,2K,
<br />369.4
<br />0.532
<br />2
<br />P571
<br />0.
<br />A
<br />.. ....
<br />-,851
<br />38
<br />V 550
<br />2.52
<br />0.0630
<br />28.3
<br />0.041
<br />0.71
<br />8.52
<br />0.880
<br />394.9
<br />0.569
<br />,�4
<br />31.
<br />NO 045-
<br />.72
<br />408"
<br />0
<br />2.76
<br />0.0758
<br />34.0
<br />0.049
<br />0.73
<br />8.76
<br />0.939
<br />421.4
<br />0.607,
<br />88-
<br />37. 1,,"
<br />0
<br />#�88�1,�-
<br />9
<br />4.
<br />Q.626
<br />3.00
<br />0.0900
<br />40.4
<br />0.058
<br />0.75
<br />9.00
<br />1.000
<br />448.8
<br />0.646
<br />w, 46
<br />3.24
<br />0.1055
<br />47.3
<br />0.068
<br />0.77
<br />9.24
<br />1.063
<br />477.1
<br />0.687
<br />0.1138 -
<br />00 14
<br />4.
<br />491
<br />3.48
<br />0.1226
<br />55.0
<br />0.079
<br />0 .79
<br />9.48
<br />1.129
<br />506.7
<br />0.730
<br />3064
<br />0.045
<br />.86�`�
<br />9.
<br />0
<br />35
<br />3.72
<br />0.1410
<br />63.3
<br />0.091
<br />0.81
<br />-g",,
<br />9.72
<br />-
<br />1.20
<br />538.6
<br />0.776
<br />P1510'
<br />67.
<br />iW
<br />-_,A09§1��
<br />�0.795-
<br />3.96
<br />0.1610
<br />72.3
<br />0.104
<br />0.83
<br />9.96
<br />1.27
<br />570.0
<br />... . .. .......
<br />0.821
<br />4 08
<br />0..172Q
<br />�7,
<br />t
<br />111
<br />4,,J,
<br />'583- ` 4`
<br />4.20
<br />0.1830
<br />82.1
<br />0.118
<br />0.85
<br />10.20
<br />1.34
<br />601.4
<br />0.866
<br />4
<br />O 86
<br />0.32
<br />38,-
<br />��,�QS92
<br />4.44
<br />0.2060
<br />92.5
<br />0.133
<br />0.87
<br />10.44
<br />1.41
<br />632.8
<br />0.911
<br />4.56:
<br />0.2180-
<br />0.`, 4
<br />6.
<br />�'56
<br />1 .4 5
<br />4.68
<br />0.2310
<br />103.7
<br />0.149
<br />0.89
<br />10.68
<br />1.49
<br />668.7
<br />0.963
<br />80
<br />0 . 158
<br />1D.S
<br />1O'-,
<br />6
<br />4.92
<br />0.2570
<br />115.3
<br />0.166
<br />0.91
<br />10.92
<br />1.57
<br />704.6
<br />1.015
<br />5 04
<br />..
<br />. .......
<br />"T 6ET
<br />5.16
<br />0.2850
<br />127.9
<br />0.184
<br />0.93
<br />11.16
<br />1.66
<br />745.0
<br />1.073
<br />8-�
<br />9 4
<br />M
<br />9 -
<br />5.40
<br />0.3150
<br />141.4
<br />0.204
<br />0.95
<br />11.40
<br />. .....
<br />1.74
<br />780.9
<br />. . ....
<br />1.125
<br />jib"
<br />148.6
<br />8
<br />50`-
<br />5.64
<br />0.3470
<br />155.7
<br />0.224
<br />0.97
<br />11.64
<br />1.83
<br />821.3
<br />1.183
<br />5 76
<br />0.3640
<br />163
<br />7
<br />839 3.1
<br />209
<br />5.88
<br />0.3810
<br />171.0
<br />0.246
<br />0.99
<br />11.88
<br />1.92
<br />861.7
<br />1.241
<br />&XID"
<br />10 i;°3980
<br />02
<br />No. 224
<br />United States Department
<br />of Agriculture,
<br />February,
<br />1979, pp. 92.
<br />Source; Field Manual
<br />for Research
<br />in Agricultural
<br />Hydrology Handbook
<br />
|