目錄TOC\o"1-5"\h\z\o"CurrentDocument"\h工程概況 1..\o"CurrentDocument"\h流域概況 1\o"CurrentDocument"\h工程概況 1水文氣象 6 \o"CurrentDocument"\h流域氣象臺、站分布概況 6\o"CurrentDocument"\h工程區(qū)氣象特征 6\o"CurrentDocument"\h水文基本資料 7\o"CurrentDocument"\h防洪限制水位復核條件及依據 8..\o"CurrentDocument"\h水庫運行參數與主要指標 8\o"CurrentDocument"\h水庫的特征指標復核 8水位~庫容關系曲線 8水位~泄洪能力關系曲線 10\o"CurrentDocument"\h下游河道安全泄量復核 12河道基本情況 12安全泄量計算 13水庫供水要求 15防洪能力復核 1..6 防洪標準 16\o"CurrentDocument"\h地理參數復核 16設計暴雨 16暴雨特性 16暴雨參數 16\o"CurrentDocument"\h設計洪水 19洪水特性 19歷史洪水 19洪水計算 20\o"CurrentDocument"\h防洪限制水位的復核 21\o"CurrentDocument"\h壩頂高程的復核 28安全超高計算 28壩頂高程復核 30防限水位的確定 3..3 \o"CurrentDocument"\h附一徑心水庫汛限水位專家評審會專家意見 36附二徑心水庫汛限水位專家評審會專家簽名 38\o"CurrentDocument"\h附三洪水過程 39\o"CurrentDocument"\h附四水庫調洪演算過程（p=1%，起調水位98.2m） 43\o"CurrentDocument"\h附五水庫調洪演算過程（p=1%，起調水位100m） 47\o"CurrentDocument"\h附六水庫調洪演算過程（p=1%，起調水位104m） 51\o"CurrentDocument"\h附七水庫調洪演算過程（p=0.1%，起調水位98.2m） 55\o"CurrentDocument"\h附八水庫調洪演算過程（p=0.1%，起調水位100m） 59\o"CurrentDocument"\h附九水庫調洪演算過程（p=0.1%，起調水位104m） 63#洪能力等關系線。4、統一報告格式編排，完善《防洪限制水位表》備注說明W長：力^追257年3月31□附二D徑心水庫汛限水位專家評審會專家簽名D54321—*如磔弁伺就沖］卡懺H豳i司斗H霄御8沖4書弁器秒u'《汁a第岡24同決輛國淳注日/部(前電*姿，n^確卅濟?，弟融冰一?汁皿田濟抽呻翦)》事祈朋砒靴旅俺2017^^^m

附三洪水過程△t流量（m3s）P=1%P=0.1%P=2%00.010.010.010.50.260.40.2211.392.121.171.51.92.891.622.153.271.812.52.33.491.9432.393.632.013.52.453.722.0642.493.782.094.52.513.822.1252.533.852.135.52.543.862.1462.553.872.146.52.744.162.373.575.433.017.53.9563.3384.146.283.488.54.246.453.5794.316.553.639.54.356.613.67104.386.663.6910.54.46.693.71114.426.713.7211.54.426.723.72124.446.753.7412.55.077.74.27137.8311.896.5913.59.0813.787.64149.6814.718.1514.510.0415.258.461510.2615.598.6415.510.4115.88.761610.515.958.8416.510.5716.058.91710.6116.128.9417.510.6316.158.951810.6616.198.98

△t流量（m3s）P=1%P=0.1%P=2%18.511.4517.49.641914.9722.7412.619.516.5525.1413.942017.3326.3214.5920.517.7927.0114.982118.0727.4415.2121.518.2527.7215.362218.3727.915.4722.518.4628.0315.542318.5128.1215.5923.518.5428.1515.612418.5128.1215.5924.517.7127.1214.832514.1122.6611.4825.511.6819.589.26267.3413.855.3326.56.4412.694.512710.6118.298.2427.512.1520.359.612812.120.39.5628.513.221.7810.552917.9828.1514.8329.520.5931.6417.173023.6435.719.9130.525.5638.2721.633128.1141.6623.9131.530.4344.76263235.7951.9130.832.537.5954.3132.423335.5451.5730.5833.533.6949.1128.923428.4342.124.234.525.7338.521.793523.2235.1519.5335.523.2835.2319.593628.8842.7624.5936.538.9858.1433.123774.77114.3162.8937.593.85144.0178.8338114.44175.2696.2638.5122.3187.31102.87△t流量（m3s）P=1%P=0.1%P=2%39116.42178.7997.7939.5112.59173.2394.4740103.42159.4786.6740.5121.87180.09104.3441220.04295.81196.6641.5244.81325.78219.7342179.84252.94157.5942.5144.21209.06124.614391.74132.2279.4343.566.0695.1757.174449.6572.0342.844.539.1657.3333.574527.4541.3423.1745.520.8832.4217.334617.427.714.2346.515.925.5812.914717.827.9914.6547.518.7829.2315.554820.0430.9116.6848.521.0132.2417.544922.834.8219.1149.523.6936.119.895024.1836.820.3350.524.4937.2420.65124.6837.5120.7751.524.837.6720.875224.8637.7720.9352.524.937.8320.975324.9337.8620.9953.524.9437.87215424.937.8220.9754.523.7736.120.015518.7428.4715.7855.516.4825.0313.885615.3723.3512.9456.514.7222.3612.395714.3221.7512.0657.514.0621.3611.845813.8821.0911.6958.513.7620.911.595913.6820.7811.52

△t流量（m3/s）P=1%P=0.1%P=2%59.513.6520.7311.496013.6420.7111.4860.513.3320.2511.236111.9918.2210.161.511.3917.39.596211.0916.859.3462.510.9216.599.196310.8116.429.163.510.7416.329.056410.716.259.0164.510.6616.28.986510.6416.178.9665.510.6416.158.956610.6316.148.9566.510.4415.858.79679.614.588.0867.59.2214.017.77689.0413.737.6168.58.9313.567.52698.8613.467.4669.58.8213.47.43708.7913.357.470.58.7713.327.39718.7613.37.3771.58.7513.297.37728.7213.257.3472.57.8411.916.6733.9563.3373.52.23.341.85741.342.031.1374.50.831.260.7750.520.790.4475.50.320.490.27760.180.280.1676.50.090.140.08770.030.050.0377.500.0107800078.5000

附四水庫調洪演算過程（p=1%，起調水位98.2m）時間入庫過程出庫過程水位變化00.01098.20.50.01098.210.26098.21.51.39098.221.9098.212.52.15098.2132.3098.223.52.39098.2242.45098.234.52.49098.2352.51098.245.52.53098.2562.54098.256.52.55098.2672.74098.277.53.57098.2783.95098.288.54.14098.2994.24098.39.54.31098.31104.35098.3210.54.38098.34114.4098.3511.54.42098.36124.42098.3712.54.44098.38135.07098.3913.57.83098.41149.08098.4314.59.68098.451510.04098.4815.510.26098.51610.41098.5316.510.5098.551710.57098.5817.510.61098.61810.63098.6318.510.66098.66

時間入庫過程出庫過程水位變化1911.45098.6819.514.97098.722016.55098.7520.517.33098.82117.79098.8421.518.07098.882218.25098.9322.518.37098.972318.46099.0223.518.51099.062418.54099.1124.518.51099.152517.71099.1925.514.11099.232611.68099.2626.57.34099.28276.44099.327.510.61099.322812.15099.3528.512.1099.382913.2099.4129.517.98099.443020.59099.4930.523.64099.543125.56099.631.528.11099.663230.43099.7332.535.79099.813337.59099.933.535.54099.983433.690100.0634.528.430100.133525.730100.235.523.220100.253623.280100.336.528.880100.363738.980100.4437.574.770100.573893.850100.7638.5114.44010139122.30101.2639.5116.420101.53

時間入庫過程出庫過程水位變化40112.590101.7840.5103.420102.0241121.870102.2641.5220.040102.6242244.810103.1142.5179.840103.5543144.210103.8943.591.742.11104.124466.065.7104.2744.549.658.83104.384539.1611.4104.4445.527.4513.1104.494620.8813.9104.5146.517.414.3104.524715.914.5104.5247.517.814.7104.534818.7815104.5348.520.0415.3104.544921.0115.7104.5549.522.816.2104.565023.6916.7104.5850.524.1817.3104.595124.4917.9104.6151.524.6818.5104.625224.819104.6352.524.8619.6104.645324.920104.6553.524.9320.5104.665424.9420.9104.6754.524.921.3104.685523.7721.5104.6855.518.7421.5104.685616.4821.2104.6756.515.3720.7104.665714.7220.2104.6557.514.3219.7104.645814.0619.2104.6358.513.8818.7104.625913.7618.2104.6159.513.6817.8104.66013.6517.5104.660.513.6417.2104.59

時間入庫過程出庫過程水位變化6113.3316.9104.5861.511.9916.6104.576211.3916.2104.5662.511.0915.8104.556310.9215.4104.5563.510.8115.1104.546410.7414.8104.5364.510.714.4104.526510.6614.2104.5165.510.6413.9104.516610.6413.6104.566.510.6313.4104.496710.4413.2104.4967.59.612.9104.48689.2212.7104.4868.59.0412.4104.47698.9312.1104.4669.58.8611.9104.46708.8211.6104.4570.58.7911.4104.45718.7711.2104.4471.58.7611104.44728.7510.8104.4372.58.7210.7104.43737.8410.5104.4273.53.9510.1104.41742.29.6104.474.51.349.13104.39750.838.64104.3775.50.528.16104.35760.327.7104.3476.50.187.25104.32770.096.82104.3177.50.036.42104.37806.03104.2978.505.67104.277905.33104.26

附五水庫調洪演算過程（p=1%，起調水位100m）時間入庫過程出庫過程水位變化00.0101000.50.01010010.2601001.51.39010021.90100.012.52.150100.0132.30100.023.52.390100.0242.450100.034.52.490100.0352.510100.045.52.530100.0462.540100.056.52.550100.0672.740100.067.53.570100.0783.950100.088.54.140100.0994.240100.19.54.310100.11104.350100.1210.54.380100.13114.40100.1411.54.420100.15124.420100.1612.54.440100.17135.070100.1813.57.830100.19149.080100.2114.59.680100.231510.040100.2515.510.260100.281610.410100.316.510.50100.321710.570100.3517.510.610100.371810.630100.418.510.660100.42

1911.450100.4519.514.970100.482016.550100.5120.517.330100.552117.790100.5921.518.070100.632218.250100.6722.518.370100.722318.460100.7623.518.510100.82418.540100.8424.518.510100.882517.710100.9225.514.110100.962611.680100.9926.57.340101.01276.440101.0327.510.610101.052812.150101.0728.512.10101.12913.20101.1329.517.980101.163020.590101.230.523.640101.253125.560101.3131.528.110101.373230.430101.4332.535.790101.513337.590101.5933.535.540101.673433.690101.7534.528.430101.813525.730101.8735.523.220101.933623.280101.9836.528.880102.043738.980102.1137.574.770102.233893.850102.4138.5114.440102.6339122.30102.8839.5116.420103.1340112.590103.37

40.5103.420103.5941121.870103.8241.5220.042.84104.1742244.8118.2104.6142.5179.8436.9104.9843144.2150.7105.2143.591.7458.7105.344466.0661.1105.3744.549.6560.7105.374539.1658.8105.3445.527.4555.7105.294620.8852105.2346.517.448.2105.174715.944.7105.1147.517.841.6105.064818.7839.1105.0248.520.0437104.984921.0135.3104.9549.522.833.9104.935023.6932.8104.9150.524.1831.9104.895124.4931.1104.8751.524.6830.5104.865224.829.9104.8552.524.8629.4104.845324.928.9104.8353.524.9328.5104.835424.9428.1104.8254.524.927.8104.815523.7727.4104.8155.518.7426.9104.795616.4826104.7856.515.3725.1104.765714.7224.2104.7457.514.3223.3104.725814.0622.5104.758.513.8821.7104.695913.7621104.6759.513.6820.3104.666013.6519.7104.6460.513.6419.2104.636113.3318.7104.6261.511.9918.1104.61

6211.3917.5104.662.511.0917.1104.596310.9216.6104.5763.510.8116.1104.566410.7415.7104.5564.510.715.4104.546510.6615104.5365.510.6414.7104.536610.6414.3104.5266.510.6314.1104.516710.4413.8104.567.59.613.5104.5689.2213.2104.4968.59.0412.9104.48698.9312.6104.4769.58.8612.3104.47708.8212104.4670.58.7911.8104.45718.7711.5104.4571.58.7611.3104.44728.7511.1104.4472.58.7210.9104.43737.8410.7104.4373.53.9510.4104.42742.29.8104.4174.51.349.27104.39750.838.78104.3775.50.528.29104.36760.327.82104.3476.50.187.36104.33770.096.93104.3177.50.036.52104.37806.13104.2978.505.76104.287905.41104.27

附六水庫調洪演算過程（p=1%，起調水位104m）時間入庫過程出庫過程水位變化00.0101040.50.01010410.2601041.51.390.0310421.90.081042.52.150.15104.0132.30.22104.013.52.390.29104.0242.450.36104.024.52.490.43104.0352.510.5104.035.52.530.57104.0362.540.63104.046.52.550.7104.0472.740.76104.057.53.570.84104.0583.950.94104.068.54.141.04104.0694.241.15104.079.54.311.25104.07104.351.35104.0810.54.381.45104.09114.41.55104.0911.54.421.65104.1124.421.74104.112.54.441.83104.11135.071.93104.1113.57.832.08104.12149.082.29104.1414.59.682.53104.151510.042.77104.1615.510.263.02104.181610.413.26104.1916.510.53.59104.211710.574.01104.2217.510.614.4104.231810.634.78104.2418.510.665.13104.26

1911.455.49104.2719.514.975.95104.282016.556.54104.320.517.337.16104.322117.797.79104.3421.518.078.4104.362218.258.99104.3822.518.379.55104.42318.4610.2104.4223.518.5110.9104.432418.5411.4104.4524.518.5112104.462517.7112.5104.4725.514.1112.7104.482611.6812.7104.4826.57.3412.5104.47276.4412.1104.4627.510.6111.8104.452812.1511.8104.4528.512.111.8104.452913.211.8104.4629.517.9812.1104.463020.5912.7104.4830.523.6413.4104.53125.5614.3104.5231.528.1115.3104.543230.4316.3104.5732.535.7917.6104.63337.5919.4104.6433.535.5420.9104.673433.6922.2104.734.528.4323104.713525.7323.3104.7235.523.2223.4104.723623.2823.4104.7236.528.8823.7104.733738.9824.6104.7537.574.7727.6104.813893.8533.4104.9238.5114.4440.8105.0539122.349.4105.1939.5116.4257.7105.3240112.5964.6105.43

40.5103.4270.1105.5141121.8775.6105.5841.5220.0488.4105.7642244.81109106.0242.5179.84124106.243144.21130106.2743.591.74128106.254466.06120106.1644.549.65111106.054539.16102105.9345.527.4592.1105.814620.8882.9105.6846.517.474.4105.574715.967105.4647.517.860.8105.374818.7855.7105.2948.520.0451.4105.224921.0147.8105.1749.522.845105.125023.6942.6105.0850.524.1840.5105.045124.4938.7105.0151.524.6837.2104.995224.836104.9652.524.8634.8104.945324.933.8104.9253.524.9332.9104.915424.9432.1104.8954.524.931.3104.885523.7730.6104.8655.518.7429.7104.855616.4828.4104.8256.515.3727.2104.85714.7226.1104.7857.514.3225104.765814.0624104.7358.513.8823.1104.725913.7622.3104.759.513.6821.5104.686013.6520.8104.6760.513.6420.1104.656113.3319.5104.6461.511.9918.9104.63

6211.3918.2104.6162.511.0917.6104.66310.9217.1104.5963.510.8116.6104.586410.7416.2104.5664.510.715.8104.556510.6615.4104.5465.510.6415104.536610.6414.7104.5366.510.6314.3104.526710.4414.1104.5167.59.613.7104.5689.2213.4104.568.59.0413.1104.49698.9312.8104.4869.58.8612.5104.47708.8212.2104.4670.58.7911.9104.46718.7711.7104.4571.58.7611.5104.45728.7511.2104.4472.58.7211104.44737.8410.8104.4373.53.9510.5104.42742.29.88104.4174.51.349.33104.39750.838.84104.3875.50.528.35104.36760.327.87104.3476.50.187.41104.33770.096.98104.3277.50.036.56104.37806.17104.2978.505.8104.287905.45104.27

附七水庫調洪演算過程（p=0.1%，起調水位98.2m）時間入庫過程出庫過程水位變化00.01098.20.50.4098.212.12098.21.52.89098.2123.27098.222.53.49098.2333.63098.233.53.72098.2443.78098.254.53.82098.2653.85098.275.53.86098.2863.87098.296.54.16098.375.43098.317.56098.3386.28098.348.56.45098.3696.55098.379.56.61098.39106.66098.4110.56.69098.42116.71098.4411.56.72098.46126.75098.4712.57.7098.491311.89098.5113.513.78098.551414.71098.5814.515.25098.621515.59098.6615.515.8098.691615.95098.7316.516.05098.771716.12098.8117.516.15098.851816.19098.8918.517.4098.93

1922.74098.9819.525.14099.042026.32099.120.527.01099.162127.44099.2321.527.72099.292227.9099.3622.528.03099.432328.12099.4923.528.15099.562428.12099.6324.527.12099.692522.66099.7525.519.58099.82613.85099.8426.512.69099.872718.29099.9127.520.35099.952820.3010028.521.780100.052928.150100.1129.531.640100.183035.70100.2530.538.270100.343141.660100.4331.544.760100.533251.910100.6432.554.310100.763351.570100.8833.549.110100.993442.10101.0934.538.50101.183535.150101.2635.535.230101.343642.760101.4336.558.140101.5437114.310101.7337.5144.010102.0238175.260102.3638.5187.310102.7439178.790103.1339.5173.230103.4940159.470103.83

40.5180.092.99104.1841295.8119.1104.6341.5325.7848.7105.1842252.9478.4105.6242.5209.0699.4105.943132.22110106.0343.595.17110106.044472.03106105.9944.557.33100105.914541.3493.2105.8245.532.4285.5105.724627.778105.6246.525.5871.4105.524727.9965.7105.4447.529.2361.1105.374830.9157.4105.3248.532.2454.3105.274934.8251.8105.2349.536.149.9105.25036.848.4105.1850.537.2447.1105.155137.5146.1105.1451.537.6745.1105.125237.7744.3105.1152.537.8343.6105.095337.8642.9105.0853.537.8742.4105.075437.8241.9105.0754.536.141.3105.065528.4740.3105.0455.525.0338.8105.025623.3537.3104.9956.522.3635.8104.965721.7534.4104.9357.521.3633.1104.915821.0931.9104.8958.520.930.8104.875920.7829.7104.8559.520.7328.8104.836020.7128104.8260.520.2527.2104.86118.2226.5104.7961.517.325.7104.77

6216.8524.9104.7562.516.5924.2104.746316.4223.5104.7263.516.3222.8104.716416.2522.2104.764.516.221.7104.696516.1721.2104.6865.516.1520.7104.676616.1420.3104.6666.515.8519.9104.656714.5819.5104.6467.514.0119104.636813.7318.6104.6268.513.5618.1104.616913.4617.7104.669.513.417.4104.597013.3517104.5970.513.3216.8104.587113.316.5104.5771.513.2916.2104.577213.2516104.5672.511.9115.8104.5573615.2104.5473.53.3414.4104.52742.0313.5104.574.51.2612.6104.47750.7911.7104.4575.50.4910.9104.43760.2810104.4176.50.149.35104.39770.058.8104.3777.50.018.27104.367807.77104.3478.507.3104.337905.45104.27

附八水庫調洪演算過程（p=0.1%，起調水位100m）時間入庫過程出庫過程水位變化00.0101000.50.4010012.1201001.52.890100.0123.270100.022.53.490100.0233.630100.033.53.720100.0443.780100.054.53.820100.0653.850100.075.53.860100.0863.870100.086.54.160100.0975.430100.17.560100.1286.280100.138.56.450100.1596.550100.169.56.610100.18106.660100.1910.56.690100.21116.710100.2211.56.720100.24126.750100.2512.57.70100.271311.890100.2913.513.780100.321414.710100.3514.515.250100.391515.590100.4215.515.80100.461615.950100.4916.516.050100.531716.120100.5717.516.150100.61816.190100.6418.517.40100.68

1922.740100.7219.525.140100.782026.320100.8420.527.010100.92127.440100.9621.527.720101.022227.90101.0822.528.030101.152328.120101.2123.528.150101.272428.120101.3324.527.120101.392522.660101.4525.519.580101.52613.850101.5326.512.690101.562718.290101.627.520.350101.642820.30101.6928.521.780101.732928.150101.7929.531.640101.853035.70101.9330.538.270102.013141.660102.131.544.760102.193251.910102.2932.554.310102.43351.570102.5133.549.110102.623442.10102.7234.538.50102.83535.150102.8835.535.230102.963642.760103.0436.558.140103.1437114.310103.3237.5144.010103.5938175.260103.9238.5187.315.77104.2839178.7918.5104.6239.5173.2333.5104.9240159.4747.8105.17

40.5180.0962.2105.3941295.8185.1105.7141.5325.78117106.1242252.94143106.4242.5209.06157106.5743132.22159106.643.595.17152106.524472.03141106.444.557.33129106.274541.34118106.1345.532.42106105.984627.795.2105.8546.525.5885.7105.724727.9977.7105.6147.529.2371.4105.524830.9166.1105.4548.532.2461.8105.384934.8258.4105.3349.536.155.7105.295036.853.4105.2550.537.2451.4105.225137.5149.8105.251.537.6748.4105.185237.7747.3105.1652.537.8346.2105.145337.8645.3105.1253.537.8744.5105.115437.8243.7105.154.536.143105.095528.4741.8105.0755.525.0340.1105.045623.3538.4105.0156.522.3636.8104.985721.7535.3104.9557.521.3633.9104.925821.0932.6104.958.520.931.4104.885920.7830.3104.8659.520.7329.3104.846020.7128.4104.8260.520.2527.6104.816118.2226.8104.7961.517.326104.78

6216.8525.2104.7662.516.5924.4104.746316.4223.7104.7363.516.3223104.716416.2522.4104.764.516.221.9104.696516.1721.3104.6865.516.1520.9104.676616.1420.4104.6666.515.8520104.656714.5819.6104.6467.514.0119.1104.636813.7318.6104.6268.513.5618.2104.616913.4617.8104.669.513.417.4104.597013.3517.1104.5970.513.3216.8104.587113.316.5104.5771.513.2916.3104.577213.2516.1104.5672.511.9115.8104.5573615.3104.5473.53.3414.4104.52742.0313.5104.574.51.2612.6104.48750.7911.7104.4575.50.4910.9104.43760.2810.1104.4176.50.149.36104.39770.058.81104.3777.50.018.28104.367807.78104.3478.507.32104.337905.41104.27

附九水庫調洪演算過程（p=0.1%，起調水位104m）時間入庫過程出庫過程水位變化00.0101040.50.40.0110412.120.051041.52.890.13104.0123.270.23104.012.53.490.34104.0233.630.44104.033.53.720.55104.0343.780.66104.044.53.820.76104.0453.850.86104.055.53.860.96104.0663.871.06104.066.54.161.16104.0775.431.28104.087.561.43104.0886.281.58104.098.56.451.74104.196.551.9104.119.56.612.06104.12106.662.21104.1310.56.692.36104.14116.712.5104.1511.56.722.64104.16126.752.78104.1612.57.72.93104.171311.893.16104.1913.513.783.55104.211414.714.2104.2314.515.254.85104.251515.595.48104.2715.515.86.1104.291615.956.68104.3116.516.057.25104.321716.127.78104.3417.516.158.28104.361816.198.76104.3718.517.49.24104.39

1922.749.97104.4119.525.1411.1104.442026.3212.2104.4620.527.0113.3104.492127.4414.4104.5221.527.7215.4104.542227.916.4104.5722.528.0317.3104.592328.1218.2104.