污水计算-20190630-国标-范本

清水河一路,,,,,,,,,,,,,,,,,,,,,,,,,

管段,管长(M),,用地性质,服务面积（ha),最高日平均时用水量指标（m3/ha·d）,最高日平均时用水量（m3/d）,最高日平均时用水量（L/s）,污水排放系数,最高日平均时排水量（L/s）,污水时变化系数,污水日变化系数,平均日平均时排水量（L/s）,地下水接入流量(L/s),污水计算流量Q(L/s),充满度,,水流断面A(m2),水力半径R（m）,设计流量（L/s）,管径D(mm),r,坡度I,粗糙系数n,流速v(m/s),坡降(m)

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K0+000~K0+316,,,居住用地,1,50.00,50.00,0.58,0.85,0.49,1.50,1.40,0.35,0.05,0.79,0.55,0.17,0.04,0.08,25.87,300,0.15,0.001,0.009,0.649,0.00

K0+316~K0+520,,仓储用地,,2.21,35.00,77.35,0.90,0.85,0.76,1.50,1.40,0.54,0.08,1.22,0.65,0.26,0.09,0.12,204.79,400,0.2,0.01,0.01,2.368,0.00

K0+520~K0+710,,仓储用地,,11.27,35.00,394.45,4.57,0.85,3.88,1.50,1.40,2.77,0.42,6.24,0.65,0.39,0.19,0.17,603.78,600,0.3,0.01,0.01,3.103,0.00

K0+710~K1+014,,仓储用地,,6.08,35.00,212.80,2.46,0.85,2.09,1.50,1.40,1.50,0.22,3.36,0.65,0.26,0.09,0.12,323.79,400,0.2,0.025,0.01,3.745,0.00

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根据《城市给水工程规划规范》，本计算表格采用的用水量指标即为最高日平均时用水量指标。,,,,,,,,,,,,,,,,,,,,,,,,,

地下水入渗量取为平均日综合生活污水量的15%计。,,,,,,,,,,,,,,,,,,,,,,,,,

日变化系数取1.4,,,,,,,,,,,,,,,,,,,,,,,,,

时变化系数取1.5,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,Kz=KdKh,,,,,,,,,,,,,,,

环仓南路,,,,,,,,,,,,,,,,,,,,,,,,,

管段,管长(M),用地性质,管道两侧面积（ha),服务面积（ha),最高日平均时用水量指标（m3/ha·d）,最高日平均时用水量（m3/d）,最高日平均时用水量（L/s）,污水排放系数,最高日平均时排水量（L/s）,污水时变化系数,污水日变化系数,平均日平均时排水量（L/s）,地下水接入流量(L/s),污水计算流量Q(L/s),充满度,,水流断面A(m2),水力半径R（m）,设计流量（L/s）,管径D(mm),r,坡度I,,流速v(m/s),坡降(m)

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K0+000~K0+200,,仓储用地,,1.67,35.00,58.45,0.68,0.85,0.58,1.50,1.40,0.41,0.06,0.92,0.70,0.28,0.09,0.12,184.31,400,0.2,0.008,,1.96,0.00

K0+200~K0+410,,仓储用地,,2.18,35.00,76.30,0.88,0.85,0.75,1.50,1.40,0.54,0.08,1.21,0.70,0.28,0.09,0.12,184.31,400,0.2,0.008,,1.96,0.00

K0+410~K0+600,,仓储用地,,1.95,35.00,68.25,0.79,0.85,0.67,1.50,1.40,0.48,0.07,1.08,0.70,0.28,0.09,0.12,184.31,400,0.2,0.008,,1.96,0.00

K0+600~K0+920,,仓储用地,,35.08,35.00,1227.80,14.21,0.85,12.08,1.50,1.40,8.63,1.29,19.41,0.70,0.49,0.29,0.21,289.80,700,0.35,0.001,,1.01,0.00

K0+920~K1+080,,仓储用地,,6.65,35.00,232.75,2.69,0.85,2.29,1.50,1.40,1.64,0.25,3.68,0.70,0.35,0.15,0.15,264.19,500,0.25,0.005,,1.80,0.00

K1+080~K1+240,,仓储用地,,1.95,35.00,68.25,0.79,0.85,0.67,1.50,1.40,0.48,0.07,1.08,0.70,0.28,0.09,0.12,112.87,400,0.2,0.003,,1.20,0.00

清水河五路,,,,,,,,,,,,,,,,,,,,,,,,,

管段,管长(M),用地性质,管道两侧面积（ha),服务面积（ha),最高日平均时用水量指标（m3/ha·d）,最高日平均时用水量（m3/d）,最高日平均时用水量（L/s）,污水排放系数,最高日平均时排水量（L/s）,污水时变化系数,污水日变化系数,平均日平均时排水量（L/s）,地下水接入流量(L/s),污水计算流量Q(L/s),充满度,,水流断面A(m2),水力半径R（m）,设计流量（L/s）,管径D(mm),r,坡度I,,流速v(m/s),坡降(m)

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K0+035~K0+151,,仓储用地,,30.17,35.00,1055.95,12.22,0.85,10.39,1.50,1.40,7.42,1.11,16.70,0.70,0.49,0.29,0.21,354.93,700,0.35,0.0015,,1.23,0.00

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