第一章 调洪演算
表1.1 设计过程校核洪水位调洪演算过程（P=0.1%）
时间 7日00：00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 8日00：00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00
△t 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 Q 38.7 40.3 41.8 45.3 48.8 46.8 44.7 41.7 38.7 36.9 41.2 51.6 62.0 75.0 98.3 95.7 93.0 86.5 80.1 73.6 67.1 68.6 Z 1994.70 1995.25 1995.49 1995.59 1995.65 1995.68 1995.66 1995.64 1995.60 1995.56 1995.55 1995.66 1995.75 1995.94 1996.15 1996.27 1996.25 1996.22 1996.15 1996.07 1995.99 1995.96 V 906 927 937 941 944 945 945 944 942 940 941 944 950 957 965 970 970 968 965 962 959 958 q 0.00 19.71 33.94 40.58 44.75 46.89 45.46 44.05 41.26 38.54 37.87 45.46 52.00 66.73 84.39 95.07 93.26 90.57 84.39 77.50 70.81 68.36 (Q1+Q2)/2 39.475 41.025 43.55 47.05 47.775 45.725 43.2 40.2 37.8 39.05 46.4 56.8 68.52 86.67 96.975 94.325 89.75 83.285 76.835 70.365 67.85 4
(q1+q2)/2 9.86 26.82 37.26 42.66 45.82 46.17 44.75 42.66 39.90 38.21 41.67 48.73 59.37 75.56 89.73 94.17 91.92 87.48 80.94 74.16 69.58 △V 21.33 10.22 4.53 3.16 1.41 -0.32 -1.12 -1.77 -1.52 0.61 3.41 5.81 6.59 8.00 5.22 0.11 -1.56 -3.02 -2.96 -2.73 -1.25 V2' 927.33 937.22 941.53 944.16 945.41 944.68 943.88 942.23 940.48 940.61 944.41 949.81 956.59 965.00 970.22 970.11 968.44 964.98 962.04 959.27 957.75 q2' 19.71 33.94 40.58 44.75 46.89 45.46 44.05 41.26 38.54 37.87 45.46 52.00 66.73 84.39 95.07 93.26 90.57 84.39 77.50 70.81 68.36 Z2' 1995.25 1995.49 1995.59 1995.65 1995.68 1995.66 1995.64 1995.6 1995.56 1995.55 1995.66 1995.75 1995.94 1996.15 1996.27 1996.25 1996.22 1996.15 1996.07 1995.99 1995.96 南昌工程学院本科毕业设计
20:00 22:00 9日00：00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 10日00：00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00
44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 77.9 98.3 127.2 156.0 150.5 145.0 174.0 307.8 388.1 346.7 260.6 223.6 195.0 175.0 160.0 151.7 143.3 135.0 132.0 123.9 115.9 107.8 99.7 91.7 1996.03 1996.16 1996.41 1996.72 1996.86 1996.81 1996.91 1997.62 1998.47 1998.58 1998.05 1997.61 1997.34 1997.16 1996.97 1996.90 1996.81 1996.75 1996.66 1996.61 1996.54 1996.44 1996.38 1996.27 959 965 977 990 995 993 997 1026 1062 1066 1045 1026 1016 1007 1001 997 993 989 986 984 981 978 975 972 74.13 85.26 108.07 138.75 153.43 148.13 158.78 241.15 353.78 369.37 296.34 239.91 207.31 186.47 165.29 157.71 148.13 141.86 132.62 127.58 120.63 110.93 105.24 95.07 73.235 88.1 112.725 141.575 153.25 147.75 159.5 240.875 347.915 367.375 303.64 242.09 209.285 185 167.5 155.85 147.5 139.15 133.5 127.95 119.885 111.835 103.75 95.68 5
71.24 79.70 96.67 123.41 146.09 150.78 153.46 199.97 297.46 361.57 332.85 268.13 223.61 196.89 175.88 161.50 152.92 144.99 137.24 130.10 124.10 115.78 108.08 100.16 1.43 6.05 11.56 13.08 5.16 -2.18 4.35 29.45 36.32 4.18 -21.03 -18.75 -10.32 -8.56 -6.04 -4.07 -3.90 -4.21 -2.69 -1.55 -3.04 -2.84 -3.12 -3.22 959.43 965.05 976.56 990.08 995.16 992.82 997.35 1026.45 1062.32 1066.18 1044.97 1026.25 1015.68 1007.44 1000.96 996.93 993.10 988.79 986.31 984.45 980.96 978.16 974.88 971.78 74.13 85.26 108.07 138.75 153.43 148.13 158.78 241.15 353.78 369.37 296.34 239.91 207.31 186.47 165.29 157.71 148.13 141.86 132.62 127.58 120.63 110.93 105.24 95.07 1996.03 1996.16 1996.41 1996.72 1996.86 1996.81 1996.91 1997.62 1998.47 1998.58 1998.05 1997.61 1997.34 1997.16 1996.97 1996.9 1996.81 1996.75 1996.66 1996.61 1996.54 1996.44 1996.38 1996.27 第一章 调洪演算
20:00 22:00 11日00：00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 12日00：00 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 84.0 82.0 80.0 77.4 74.8 73.2 71.5 68.0 64.4 60.9 57.3 54.5 52.9 48.5 48.0 1996.22 1996.15 1996.13 1996.07 1996.06 1996.03 1996.01 1995.98 1995.94 1995.89 1995.86 1995.81 1995.78 1995.74 1995.72 968 965 963 962 961 960 959 958 956 955 953 951 950 949 947 90.57 84.39 82.65 77.50 76.65 74.13 72.46 69.99 66.73 62.74 60.38 56.52 54.24 51.26 49.79 87.83 83 81 78.7 76.1 73.975 72.325 69.75 66.205 62.655 59.1 55.92 53.72 50.7 48.25 92.82 87.48 83.52 80.07 77.08 75.39 73.30 71.23 68.36 64.74 61.56 58.45 55.38 52.75 50.52 -3.59 -3.22 -1.81 -0.99 -0.70 -1.02 -0.70 -1.06 -1.55 -1.50 -1.77 -1.82 -1.20 -1.48 -1.64 968.41 964.78 963.19 962.01 961.30 959.98 959.30 957.94 956.45 954.50 953.23 951.18 949.80 948.52 947.36 90.57 84.39 82.65 77.50 76.65 74.13 72.46 69.99 66.73 62.74 60.38 56.52 54.24 51.26 49.79 1996.22 1996.15 1996.13 1996.07 1996.06 1996.03 1996.01 1995.98 1995.94 1995.89 1995.86 1995.81 1995.78 1995.74 1995.72 6
南昌工程学院本科毕业设计
设计过程校核洪水位的推求（P=0.1%）450.0400.0350.0300.0250.0200.0150.0100.050.00.0010203040506070
9日14：00时Qmax=qmax（图中两曲线相交时刻）， 则校核洪水位1998.58m
7
第一章 调洪演算
表1-2设计过程设计洪水位调洪演算过程（P=2%）
时间 7日00：00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 8日00：00 02:00 04:00 06:00 08:00 10:00 12:00
△t 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 Q Z V q 0.00 5.68 4.24 14.11 16.07 18.12 17.60 16.58 15.08 14.11 15.08 17.09 20.80 24.17 27.10 33.29 34.58 33.29 30.77 (Q1+Q2)/2 14.8 15.35 16.275 17.625 17.9 17.1 16.15 15.05 14.14 14.94 18.85 24.3 24.85 29.2 35.225 34.275 32.6 30.245 8
(q1+q2)/2 2.84 8.06 12.27 15.09 17.10 17.86 17.09 15.83 14.59 14.59 16.08 18.94 22.48 25.63 30.20 33.94 33.94 32.03 △V 8.61 5.25 2.88 1.83 0.58 -0.55 -0.68 -0.56 -0.33 0.25 1.99 3.86 1.70 2.57 3.62 0.24 -0.96 -1.28 V2' 914.61 920.25 922.88 924.83 925.58 925.45 924.32 923.44 922.67 923.25 924.99 928.86 930.70 933.57 937.62 938.24 937.04 935.72 q2' 5.68 4.24 14.11 16.07 18.12 17.60 16.58 15.08 14.11 15.08 17.09 20.80 24.17 27.10 33.29 34.58 33.29 30.77 Z2' 1994.94 1995.06 1995.14 1995.18 1995.22 1995.21 1995.19 1995.16 1995.14 1995.16 1995.20 1995.27 1995.33 1995.38 1995.48 1995.50 1995.48 1995.44 14.5 1994.70 906 15.1 1994.94 915 15.6 1995.06 920 17.0 1995.14 923 18.3 1995.18 925 17.5 1995.22 926 16.7 1995.21 925 15.6 1995.19 924 14.5 1995.16 923 13.8 1995.14 923 16.1 1995.16 923 21.6 1995.20 925 27.0 1995.27 929 22.7 1995.33 931 35.7 1995.38 934 34.8 1995.48 938 33.8 1995.50 938 31.4 1995.48 937 29.1 1995.44 936