城市给排水管网课程设计

城市给排水管网课程设计 mm mm mm mm mm mm 123123123180150200（%）（%）第二章给水管网设计说明第三章排水管网设计说明污水未经处理直接雨天有部分混合污第一章给水管网设计计算123iNifi）：9564845676928116243684194438774914914916243574301281528557395553827748558052151111111111111111111111111111度m956s7.158.4912341234567897.158.497.158.49L/s7.82第2次校正初步分配流量第1次校正第2次校正初步分配流量第1次校正环号环号)q-400552.58-45.966.52207.930.3743.0182.070-1.5280.621-0.212-1.6820.577-0.6630.437q-415.29537.29-87.9847.63191.09-253.2187.98-54.94 97.81-124.1154.94-50.68-3.55q-421.34531.24-84.9840.22181.38-262.2684.98-54.73-8.3587.39-133.3754.73-59.94-12.810.0040.0010.0080.0110.0060.0290.0050.0080.0270.0250.0110.0750.0110.0270.0160.0240.0780.0060.0030.0080.0100.0260.0110.0110.0200.0050.0190.0080.0740.0100.0090.0050.0190.0130.0560.0190.0040.0040.0780.0240.0190.1490.0570.0780.0410.1010.2770.0040.0010.0050.0170.0060.0320.0050.0050.0270.0650.0100.1120.0130.0270.0200.0480.1080.0060.0030.0080.0100.0270.0170.0100.0210.0040.0180.0080.0780.0100.0090.0040.0200.0130.0560.0180.0030.0040.1010.0250.0200.1700.0510.1010.0150.1190.286校正流量Δq6.049校正流量Δq6.049校正流量Δq-21.341ⅡⅢⅣⅤⅥⅦⅧⅡⅢⅣⅤⅥⅦⅧ8～93～97～88～146～121.1702.1020.4652.361-1.2520.663-1.455-0.2060.989-280 45.9-55.84-26.090.3742.1823.8411.762-1.4130.212-1.510-1.7020.7382.1180.0052.909校正流量Δq9.048校正流量Δq9.048校正流量Δq17.743-15055.84-15055.84-76.57-29.442.1821.8481.620-1.904-1.499-1.4212.1021.1740.347-1.531-0.953-0.3042.1180.8610.032校正流量Δq16.631校正流量Δq校正流量Δq16.631校正流量Δq9.263-191.09295.50-102.05-191.09295.50-102.05-1.0030.851-0.773-181.38305.21-99.75-207.9300-100 2.070-1.2920.825-0.7770.987校正流量Δq5.210校正流量Δq5.210校正流量Δq-3.664-66.52-74.61-66.52-74.61-62.92146.7459.271.7622.7221.8132.4371.582-1.110-0.738-1.3370.6470.777-40.22-87.39-57.96152.7366.3499.752.3612.3381.9533.0031.574-0.437-0.989-1.1480.6970.773-47.63-97.81-59.33150.7767.49102.052.9092.4411.9063.1001.642校正流量Δq4.959校正流量Δq4.959校正流量Δq-1.364-100148.23-146.7 -50-100148.23-146.7 -50-0.987-0.647-0.987-106.24-152.73-48.92-101.98-150.77-45.80-1.104-0.697-0.948校正流量Δq-1.034校正流量Δq-1.034校正流量Δq0.600-59.27-88.62-59.27-88.62-80.8 -1095.012.4372.4232.0422.6402.7571.778-1.048-0.310-0.310-1.0082.3570.987-66.34-90.73-82.91-7.3992.9048.92-36.757.39-6.8721.61-67.49-93.25-85.43-9.1590.3845.80-37.509.15-7.6220.862.5312.1421.5072.6441.708-1.291-0.324-0.326-0.5762.2610.9482.6632.2642.2402.5131.512校正流量Δq-2.114校正流量Δq-2.114校正流量Δq-2.515-32.02-32.02-2.1426.342.6400.1523.909-1.619-0.0332.4431.5071.3152.711-2.0890.576-0.2832.1822.2401.5952.538校正流量Δq-4.725校正流量Δq-4.725校正流量Δq0.0040.0040.0010.0080.0130.0060.0310.0050.0080.0270.0030.0120.0550.0110.0270.0140.0080.0590.0060.0030.0080.0100.0260.0130.0120.0200.0050.0200.0080.0770.0100.0090.0050.0180.0130.0550.0200.0040.0040.0930.0240.0180.1630.0580.0930.0450.0980.294-1.6370.589-0.7070.5980.907-1.1730.707-1.4660.0026.996-1.340-0.698-0.028-1.1050.802-0.806-0.598-1.219-1.1990.6810.806-1.023-0.681-0.839-1.651-1.333-0.341-0.344-0.8562.1490.839-0.379-2.1690.856-0.3432.043-0.710ⅠⅡⅢⅣⅤⅥⅦⅧ3～96～1216～2017～2120～21)q 初步分配流量初步分配流量校正流量Δq-21.341校正流量Δq4.959校正流量Δq-1.034校正流量Δq-2.114q 校正流量Δq校正流量Δq校正流量Δq校正流量Δq校正流量Δq校正流量Δq校正流量Δq校正流量Δq 大环1—2—3—4—10—9—8—14—15—16—17—21—20—19—18—11—5—1管段1—5断掉后，必然会增加管段2—7的流量，会大大增加系统水头损失D4.87控制点的水头损失∑h取1—2—3—4—10—9—8—14—15—16—17—21,和1—5—11—18—19—20—21两条路线的干管的平均值2ⅠⅡⅢⅣⅤⅥⅦⅧ3～97～88～14)初步分配流量q-75.9-1.822-0.538 -65.84-36.09-1.508-2.049-3.10365.84-76.57-29.44-227.9330 -1.531-1.006校正流量Δq8.888-71.52-109.6-107.9166.7464.27-1.270-1.505-3.630173.23-166.7 -1.080-0.820-1.605校正流量Δq-2.751-64.27-138.6-130.8 135.015.5494.9835.2842.891-1.217-0.710-0.757-10.263 4.518校正流量Δq9.667-57.02-27.1446.34-4.71310.263-3.6068.959校正流量Δq-8.385q-457.10585.48-110.42 -272.58-61.84-18.67-136.5861.84-63.15-16.02-201.94-124.68-35.85-108.45-89.35 -116.64-188.06-77.42-73.18-128.95-121.13-16.95 -65.40-35.52第1次校正-1.956-1.077校正流量Δq13.276-1.344-1.344-1.824-0.916-1.600-1.600-1.049-0.461校正流量Δq8.018-1.224-1.224-1.169校正流量Δq0.838-0.353-1.476-0.353-1.476-2.559-1.312-1.312-1.025-2.218校正流量Δq6.448-1.548-1.548-0.621-0.657-2.6795.1352.218校正流量Δq-3.9347.0137.690-6.0762.679-5.9376.191q-443.83598.75-104.88 -264.84-62.12-10.93-128.5662.12-55.13-8.00-214.38-127.81-45.16-112.23-85.39 -111.03-185.58-67.04-81.07-132.89-125.07-23.80 -62.4823.80-32.6040.88第2次校正-1.852-0.980-1.367-1.223-0.542-1.572-2.353-1.198-1.000-1.6994.353-1.8725.131-0.6574.586-0.6975.7074.8803.0611.6998.822-5.5835.025-5.0657.102环号ⅠⅡⅢⅣⅤⅥⅦⅧ1～56～75～68～93～95～116～128～1419～2016～2017～2120～21)484443419491491419491430491430)400400450400400450400400450450400q-440602.58 -75.9 227.93-290 -65.84-36.09-150 65.84-76.57-29.44-227.9 -115-71.52-109.6-107.9166.74 64.27-105173.23-166.7 -65-64.27-138.6-130.8 -35135.01-57.02 -27.1446.34初步分配流量hh1.611-1.8220.0041.5050.7290.0010.949-0.5380.0073.4511.2700.0182.4541.5310.007校正流量Δq-17.1011.577-1.5080.0050.9490.5380.0072.961-2.0490.0317.005-3.1030.0863.5921.5050.014闭合差-4.6170.1校正流量Δq17.4171.889-1.9040.0132.9612.0490.0311.848-1.4990.0201.620-1.4210.048闭合差-2.7750.1校正流量Δq13.4192.454-1.5310.0072.0040.9840.0032.049-1.0060.009闭合差-0.4730.0校正流量Δq8.8883.451-1.2700.0183.592-1.5050.0147.394-3.6300.0342.2970.8200.0052.8311.2170.0192.0491.0060.009闭合差-3.3620.0校正流量Δq18.5721.731-1.0800.0102.4661.8220.0112.297-0.8200.0052.891-1.6050.0252.6082.0180.015校正流量Δq-2.7512.831-1.2170.0195.549-0.7100.0054.983-0.7570.00626.865-10.2630.2935.2844.5180.0332.8911.6050.025闭合差-6.8250.3校正流量Δq9.6675.512-4.7130.08316.773-3.6060.13311.1308.9590.193q-429.75 612.83-106.17 49.78212.03-249.48106.17-58.85 4.43-116.46 58.85-43.034.10-212.03 328.80-120.84-49.78-118.14 -75.93 86.30-123.46 -191.05 -67.28-86.30-128.65-120.83 -19.60 67.28-62.45 -32.5740.91第12次校正hh1.543-1.7450.0041.767-1.0020.009闭合差-0.0070.034校正流量Δq0.1031.194-1.1410.0052.405-1.6640.0280.1440.0640.014闭合差-0.0110.071校正流量Δq0.0801.182-1.1910.0100.636-0.5160.0120.0420.0370.009闭合差-0.0060.059校正流量Δq0.0522.146-1.3390.0062.246-1.1030.009闭合差-0.0070.030校正流量Δq0.1161.764-0.6490.0134.127-1.7290.0153.855-1.8930.0254.8872.1010.024闭合差-0.0120.092校正流量Δq0.0702.337-1.4580.0122.956-1.0550.0063.082-1.7100.0252.8982.2430.016闭合差-0.0060.070校正流量Δq0.0484.887-2.1010.0244.833-0.6190.0054.303-0.6540.0059.183-3.5080.1796.0295.1550.036闭合差-0.0170.274校正流量Δq0.0336.524-5.5780.0899.1833.5080.17923.512-5.0550.1558.8367.1130.174闭合差-0.0120.597校正流量Δq0.011大环1—2—3—4—10—9—8—14—15—16—17—21—20—19—18—11—5—1控制点的水头损失∑h取1—2—3—4—10—9—8—14—15—16—17—21,和1-5—11—18—19—20—21两条路线的干管的平均值利管段选择管径较大的一条，本系统中选择管段1—5为事故管段。1环号管段 环号管段 qqq-364.992.415-2.3090.006-272.40-364.992.415-2.3090.006-272.401.40 -187.2147.733-65.4460.350 -113.031.118-1.127-113.031.118-1.1270.010-157.182.059-2.0760.013-124.501.337-1.3480.0118～1449187.842.383-1.9030.999-70.4524.180-10.7120.152ⅢⅥⅦⅢⅥⅦ-191.551.778-1.1100.006-155.151.20-40.771.219-0.5980.015-156.0214.633-7.1850.046-161.8415.660-7.6890.048501.7780.7650.015 -129.781.444-0.5160.004-53.552.019-1.1210.021 16~ⅧⅧ94.020.7950.5880.006-0.510.0000.0000.00064.450.7010.5430.008校正流量Δ.123-7.421.518-0.5800.0787.420.5800.92153.400.9480.8110.015校正流量Δ.613ⅡⅢⅣⅤⅥⅦⅧ3～95～117～88～146～12初步分配流量q-364.94 -187.218.63223.1784.248h-2.308-16.039-65.446-1.780校正流量Δq92.586 -61.631.237-1.003校正流量Δq-44.149-1200.2670.244校正流量Δq-13.259 -40.77129.78 -0.5980.5160.765-129.78-53.55-129.78-53.55校正流量Δq-67.27-61.8 61.28校正流量Δq-67.27-61.8 61.28校正流量Δq校正流量Δq校正流量Δq-2.646q-239.59375.35-79.26-61.86-108.4379.26-57.03-24.0487.73-73.88-25.67-127.04-162.46 -59.48-10.93-44.18-79.48-74.01-14.5549.0744.18-32.31 -11.404.1744.721校正流量Δq校正流量Δq校正流量Δq0.0152.4530.903校正流量Δq校正流量Δq校正流量Δq校正流量Δq2.8890.4380.0850.0050.4430.0800.4070.309 0.6932.0200.3922—3—4—10—9—8—14—15—16—17—21—20—19—18—11—5—1—6—7—2失∑h取2—3—4—10—9—8—14—15—16—17—21,和2—7—6—5—11—18—19—20—2112987654321第二章污水管网设计计算街区面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积序号面积192345678工业企业生活污水及淋浴污水的设计参数：热车间生活用水定额为街区面积(街区面积(ha)3———————————————————————4———————————————————————号20～21—21～22—22～23—23～1—24～25—25～26—26～27—27～28—28～29—29～30—30～31—31～32—32～33—4～5—本段流量本段流量居住区生活污水量Q1生活污水设计流量98.5028.3146.3764.3782.6582.6527.7640.8748.3348.3360.6268.8694.27集中流量设计流量(L/s)8.5016.8119.4928.3134.7834.7846.3757.4580.9495.1295.1299.2299.2218.9927.7647.9453.0360.4960.4972.7881.0292.06流量5———————————————————————总变化系数Kz转输总变化系数Kz流量流量本段0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00转输0.000.000.000.000.000.000.0016.5716.5716.5716.570.000.000.0012.1612.1612.1612.1612.1612.1612.1628.7328.7328.73号146～77～88～99～10号2———————————————————————————————3———————————————————————————————4———————————————————————————————居住区生活污水量Q15———————————————————————————————617.1825.3133.190.0034.5334.5345.2751.1357.2866.2175.0779.340.006.3215.3927.3027.3027.3032.1038.1740.1643.2446.265.1012.2116.5118.9726.12790.000.000.000.003.430.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.002.410.000.000.000.000.000.000.000.000.000.000.000.000.003.433.433.433.433.433.433.433.4332.1632.1632.1632.160.0021.6521.6521.6521.6521.6521.6521.6524.0624.0624.0656.220.000.000.000.000.0033.9347.9060.966.5266.5866.5883.7992.9821.6535.5752.4272.8872.8872.8880.8293.1096.2911.5225.0332.7537.0549.25管段1—2—3—4—5—6—7—8—9—10—11—12—13123～133～446～7流量Q(L/s)327.7647.9453.0360.4960.4972.7881.0292.0633.9347.9060.9666.5866.5883.7992.98D4578埋设深度(m)管段编号147～4848～4949～5050～5151～5252～5353～5454～5555～5656～5757～1158～5959～6060～6161～6262～122～33～44～55～66～77～88～99～10设计流量Q(L/s)321.6535.5752.4272.8872.8872.8880.8293.1096.2925.0332.7537.0549.2595.1299.2299.22192.71196.48198.88312.78312.78314.02315.49401.31439.63管径D4400450450450400400400600800800800800900坡度i50.00260.00250.00240.00240.00240.00240.00230.00220.00220.00220.00210.00320.00250.00250.00250.00240.00230.00220.00220.00200.00200.00200.00180.00180.00180.00170.00170.0016流速v6.000.650.720.760.850.850.850.840.850.860.870.910.610.650.690.730.770.890.900.900.991.071.161.101.101.121.141.131.13充满度h/D70.490.530.540.530.530.530.490.530.540.580.590.320.430.400.430.520.550.560.560.650.660.670.550.550.560.570.550.49h(m)80.170.190.220.240.240.240.250.270.270.290.300.100.150.160.170.210.280.280.340.460.460.470.440.440.450.460.500.49干管40.5789.8389.470.4689.4789.230.5689.2388.640.3088.6488.320.5588.328