专业:水文与水资源工程班级:2010028学号:201002807姓名:田历威时段净雨量分析的道德单位线作为第一次嘉定的单位线q(t),求出最大的时段精油量以外的各时段得净雨量的部分地面径流过程，把他们错时段叠加,与总的地面径流相减,其差值就是最大时段的净雨量所产生的部分地面径流过程，把他乘以10/rdmax,就得带一条试算的单位线q1(t)若与第一次假定的单位线接近即为所求，否则将两个单位线的纵坐标平均，求出平均值，作为第二次假设，重复上述步骤结果如下表所示单位线分析计算表（科林法）时序月日时Qtrq1r1*qir3*qi(5)+(6)⑵-⑺q2=(8)/r2((4)+(9))/2qi*r1qi(0)⑴(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(115.19.146025.875193.50193.5-133.5-33.126620.9367254.0167522095040.3316815.280815.28134.7233.42928174.7146450.763835.20.2315010.46141584.12781662.121487.88369.201491.60051268.329214845205481413.84328.641742.482777.52689.2109618.60551596.002185143880330851.4638.561489.962390.04593.062461.5311190.75516202160180464.4569.921034.321125.68279.3251229.6625592.52936475.21.21340124319.92343.2663.12676.88167.9603145.9801376.6288478883076196.08187.2383.28446.72110.848693.42432241.0347291457770180.6128.96309.56267.4466.3622868.18114175.907315102044444113.5279.04192.56251.4462.3920653.19603137.245897115.22.23303692.8872.8165.68164.3240.7741938.387199.03871701282301846.4445.7692.2137.834.1935526.0967767.329685513141451641.2837.4478.7266.2816.4466516.2233341.856183914208225.1618.7223.8858.1214.421848.21091821.1841727155.23.2400016.6416.6423.365.7965262.8982637.4775191616802.082.08-2.08-0.51613-0.25806-0.66581&171400000003.。