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1、规模计算表项目数量用水量现有人数 90078.76设计年限15用水定额80人口增长率0.006公共建筑用水5%3.94管网漏水15%12.40设计规模95.10未预见量0%9.91m3/h0.002752m3/s时变化系数2.5直径直径取值 管径计算表管内流速0.6 0.076436m76.43589mm80管道损失管道损失直径0.076436 管道流量0.002752管长320 1.665388m水池容量57.061160113.028723997358.875村名现状人口（人）设计人口（人）人口自然增长率（）居民生活用水定额（L/d人）居民生活用水量（m3/d）设计年限煞河20922868
2、018.2515山背16117668014.1115金桥20722668018.1215祝楼15917468013.9215张寨25628068022.3915镇区56261568049.1715双河19321168016.8715合计17461910152.83150.7501827821527621234174925723287510-3362(1+6)10规模计算表项目数量用水量现有人数 36229.70设计年限15用水定额75人口增长率0.006公共建筑用水5%1.4813089.39管网漏水15%4.68设计规模35.86未预见量0%4.18m3/h0.001162m3/s时变化系数
3、2.8直径直径取值 管径计算表管内流速0.6 0.049674m49.67353mm50管道损失管道损失直径0.049674 管道流量0.001162管长1200 12.82747m水池容量1.427602227.475序号高程村名距离点长度点人数现状人口设计人口居民用水量 公共用水管网损失0-120.00鹞子湖5050645764577063529.7426.4979.461-221.50鹞子湖1884526145043064710353.2717.6652.992-332.30吴家大湾573433883028563124234.3111.7235.153-425.20坎子湾11713765
4、22020262216166.228.3124.933-529.50大湾铺10452594165018061976148.177.4122.224-632.70大湾铺1549154915615617112.800.641.921-733.80坎子湾806202172817311894142.017.1021.307-835.10崔家铺1215121510031003109782.294.1112.341-1027.80鹞子湖46446442042045934.461.725.17706150.0比例水池1.41004455.211.210.015.07.611.715.14.1设计用水量流量m
5、3/s管径m实选mm水头损失最不利点损失最不利点高差自由水头水头平衡635.690.01840.202000.090.091.58增长率423.920.01230.161600.506.9012.7027.60设计年限281.170.00810.131600.74用水定额199.460.00580.111252.68时变化系数177.800.00510.101251.9615.360.00040.03631.01170.420.00490.101102.576.4315.1029.5398.740.00290.08903.8641.350.00120.05505.225.2212.8026.0
6、20.00615752.5序号高程村名距离点长度点人数现状人口设计人口居民用水量 公共用水管网损失0-120.00鹞子湖5050645764577063529.7426.4979.461-221.50鹞子湖1884526145043064710353.2717.6652.992-332.30吴家大湾573433883028563124234.3111.7235.153-425.20坎子湾1171376522020262216166.228.3124.933-529.50大湾铺10452594165018061976148.177.4122.224-632.70大湾铺15491549156156
7、17112.800.641.921-733.80坎子湾806202172817311894142.017.1021.307-835.10崔家铺1215121510031003109782.294.1112.341-1027.80鹞子湖46446442042045934.461.725.177061乡镇村名现状人口(人)设计人口(人)人口自然增长率()居民生活用水定额(L/d.人)居民生活用水量(m3/d)名称郭湾195213.30767515.9980.802.40王湾238260.34367519.52580.982.93张湾何湾202220.96467516.57230.832.49潘湾杨
8、湾200218.77667516.40820.822.46杨湾244266.90767520.0181.003.00杨湾南湾223243.93567518.29510.912.74李湾洪咀湾219239.5667517.9670.902.70丝茅径下湾221241.74767518.13110.912.72丝茅径137149.86267511.23960.561.69丝茅径上湾189206.74367515.50580.782.33合计20682262.14169.6618.4825.45203.59316.9660.09设计用水量流量m3/s635.690.0184增长率0.006423.920.0123设计年限15281.170.0081用水定额7580199.460.0058时变化系数2.5177.800.005115.360.0004170.420.004998.740.002941.350.0012