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%9.910.002752时变化系数2.5直径直径取值管径计算表管内流速0.60.076436m76.43589mm80管道损失管道损失直径0.076436管道流量0.002752管长3201.665388m水池容量57.061160113.02872399727358.875m3/hm3/s村名设计年限煞河20922868018.2515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17461910152.8315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）0.750182782152762123417492572328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%4.180.001162时变化系数2.8直径直径取值管径计算表管内流速0.60.049674m49.67353mm50管道损失管道损失直径0.049674管道流量0.001162管长120012.82747m75×10-3×362×(1+6‰)10m3/hm3/s水池容量1.427602227.475序号高程村名距离点长度点人数居民用水量公共用水管网损失设计用水量0--120.00鹞子湖5050645764577063529.7426.4979.46635.691--221.50鹞子湖1884526145043064710353.2717.6652.99423.922--332.30吴家大湾573433883028563124234.3111.7235.15281.173--425.20坎子湾1171376522020262216166.228.3124.93199.463--529.50大湾铺10452594165018061976148.177.4122.22177.804--632.70大湾铺1549154915615617112.800.641.9215.361--733.80坎子湾806202172817311894142.017.1021.30170.427--835.10崔家铺1215121510031003109782.294.1112.3498.741--1027.80鹞子湖46446442042045934.461.725.1741.35706150.0比例水池1.41004455.211.210.015.07.611.715.14.1现状人口设计人口水头平衡0.01840.202000.090.091.58增长率0.0060.01230.161600.506.9012.7027.60设计年限150.00810.131600.74用水定额750.00580.111252.68时变化系数2.50.00510.101251.960.00040.03631.010.00490.101102.576.4315.1029.530.00290.08903.860.00120.05505.225.2212.8026.02流量m3/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序号高程村名距离点长度点人数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...
