【正文】 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Δh1= h13 + h12 + h11 h14 h3 = Δh2= h14 + h10 + h9 h15 h4 = Δh3= h15 + h8 h7 h6 h5 = Δh4= h17 h19 h16 h10 h11 = Δh5= h20 + h21 + h22 h27 = Δh6= h19 + h27 h23 h26 = Δh7= h26 h24 h25 h18 = 轉輸校核水力平差表（二）第一次施加環(huán)流量后的管段數(shù)據(jù)計算管段編號管段阻力系數(shù)si原管段流量qi新的管段流量qi管段壓降hi管段阻尼系數(shù)zi3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Δh1= h13 + h12 + h11 h14 h3 = Δh2= h14 + h10 + h9 h15 h4 = Δh3= h15 + h8 h7 h6 h5 = Δh4= h17 h19 h16 h10 h11 = Δh5= h20 + h21 + h22 h27 = Δh6= h19 + h27 h23 h26 = Δh7= h26 h24 h25 h18 = 轉輸校核水力平差表（三）第二次施加環(huán)流量后的管段數(shù)據(jù)計算管段編號管段阻力系數(shù)si原管段流量qi新的管段流量qi管段壓降hi管段阻尼系數(shù)zi3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Δh1= h13 + h12 + h11 h14 h3 = Δh2= h14 + h10 + h9 h15 h4 = Δh3= h15 + h8 h7 h6 h5 = Δh4= h17 h19 h16 h10 h11 = Δh5= h20 + h21 + h22 h27 = Δh6= h19 + h27 h23 h26 = Δh7= h26 h24 h25 h18 = 轉輸校核水力平差表（四）第三次施加環(huán)流量后的管段數(shù)據(jù)計算管段編號管段阻力系數(shù)si原管段流量qi新的管段流量qi管段壓降hi管段阻尼系數(shù)zi3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Δh1= h13 + h12 + h11 h14 h3 = Δh2= h14 + h10 + h9 h15 h4 = Δh3= h15 + h8 h7 h6 h5 = Δh4= h17 h19 h16 h10 h11 = Δh5= h20 + h21 + h22 h27 = Δh6= h19 + h27 h23 h26 = Δh7= h26 h24 h25 h18 = 轉輸校核水力平差表（五）第四次施加環(huán)流量后的管段數(shù)據(jù)計算管段編號管段阻力系數(shù)si原管段流量qi新的管段流量qi管段壓降hi管段阻尼系數(shù)zi3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Δh1= h13 + h12 + h11 h14 h3 = Δh2= h14 + h10 + h9 h15 h4 = Δh3= h15 + h8 h7 h6 h5 = Δh4= h17 h19 h16 h10 h11 = Δh5= h20 + h21 + h22 h27 = Δh6= h19 + h27 h23 h26 = Δh7= h26 h24 h25 h18 = 轉輸校核水力平差表（六）第五次施加環(huán)流量后的管段數(shù)據(jù)計算管段編號管段阻力系數(shù)si原管段流量qi新的管段流量qi管段壓降hi管段阻尼系數(shù)zi3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Δh1= h13 + h12 + h11 h14 h3 = Δh2= h14 + h10 + h9 h15 h4 = Δh3= h15 + h8 h7 h6 h5 = Δh4= h17 h19 h16 h10 h11 = Δh5= h20 + h21 + h22 h27 = Δh6= h19 + h27 h23 h26 = Δh7= h26 h24 h25 h18 = 事故工況水利分析表（一）初分配流量下的管段數(shù)據(jù)計算管段編號管段長度li管段直徑Di管段阻力系數(shù)si初分配管段流量qi管段壓降hi管段阻尼系數(shù)zi3 4 5 6 7 8 9 10 11 12 13 ///14 15 16 17 18 19 20 21 22 23 24 25 26 27 Δh1= h13 + h12 + h11 h14 h3 =/Δh2= h14 + h10 h9 h15 h4 = Δh3= h15 h8 + h7 + h6 h5 = Δh4= h17 h19 h16 h10 + h11 = Δh5= h20 + h21 + h22 h27 = Δh6= h19 + h27 h23 h26 = Δh7= h26 h24 h25 h18 = 事故工況水利分析表（二）第一次施加環(huán)流量后的管段數(shù)據(jù)計算管段編號管段阻力系數(shù)si原管段流量qi新的管段流量qi管段壓降hi管段阻尼系數(shù)zi3 ///4 5 6 7