水资源规划作业-参

H q Z V

0.0000

0.27.92248

0.422.44192

0.1.232

0.863.48768

1.088.5101200

1.2116121728

1.4147142352

1.6179163072

1.8214183888

2.025*******

2.22225808

2.4329246912

2.6371268112

2.84152408

3.04603010800

3.25073212288

3.45553413872

3.66053615552

3.86563817328

t(h)Q (m3/s)Q均假定Z q (m3/s)q均△V V’0030.000.0010800 120010030.050.990.535.810836 261040530.2511.1 6.0143.610979 392076530.6142.226.6265.811245 41100101031.0798.070.1338.411584 51060108031.52166132.0341.311925 6990102531.91234199.8297.112222 793096032.24297265.3250.112472 8860532.50350323.4205.812678 977081532.71395372.5159.312837 1068072532.854210.5113.212950 1159063532.944436.271.613022 1249054032.98455450.932.113054 1338043533.00460457.8-8.213046 1428033032.92442450.9-43.513002

1517022532.82419430.6-74.012928168012532.69391405.0-100.812827 1704032.54358374.5-120.412707 180032.38325341.8-123.012584 190032.24297311.0-112.012472 200032.11271284.1-102.312370 1249032.980455.49413054.000 12.1479484.532.984456.411455.952 1.02813055.028 12.2468473.532.984456.411456.4110.61513055.3 12.3457462.532.985456.1456.5260.21513055.858 12.44451.532.984456.411456.526-0.18113055.677 12.5435440.532.984456.411456.411-0.57313055.104 12.24429.532.983456.182456.296-0.96513054.140 12.7413418.532.981455.723455.952-1.34813052.791 12.8402407.532.979455.2455.494-1.72813051.0 12.9391396.532.9754.577454.921-2.10313048.960 1338032.970

Z

30.00

30.0510836 30.25

30.61

31.07

31.52

31.91

32.24

32.50

32.71

32.85

32.94

32.98

32.97

32.92

32.8232.69 32.54 32.38 32.24 32.11 32.980 32.984 32.984 32.985 32.984 32.984 32.982 32.981 32.979 32.976