版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
1.参数,,,蓝色为输入值,,绿色为根据不同选值需要调整的数值,,,,,,,,,,,,,,,,,,
水文分区,Ⅴ,平均坡降J,0.055,,,,,,10/50/200年一遇表格内容根据100年一遇单元格公式进行相应调整,,,,,,,,,,,,,,
流域面积F,40,平均入渗率μ,6,,,,,,,,,,,,,,,,,,,,
干流长度L,12.6,最大出损值Imax,55,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
1.年最大10分钟、1、6、24小时设计点雨量表,,,,,,,,,,,,,,,,,,,,,,,
时段t(h),Ht,Cv,10年一遇,,,,50年一遇,,,,100年一遇,,,,200年一遇,,,,,,,,
,,,Kp,α,Htp,Ht面,Kp,α,Htp,Ht面,Kp,α,Htp,Ht面,Kp,α,Htp,Ht面,,,,,
10min,12.0,0.48,1.51,1,18.12,18.12,2.02,1,24.24,24.24,2.65,1,31.80,31.80,2.43,1,29.16,29.16,,,,,
1,30.0,0.57,1.52,1,45.60,45.60,2.05,1,61.50,61.50,3.06,1,91.80,91.80,2.48,1,74.40,74.40,,,,,
6,48.0,0.49,1.59,1,76.32,76.32,2.21,1,106.08,106.08,2.69,1,129.12,129.12,2.73,1,131.04,131.04,,,,,
24,64.0,0.49,1.69,1,108.16,108.16,2.48,1,158.72,158.72,2.69,1,172.16,172.16,3.16,1,202.24,202.24,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
2.各频率暴雨递减指数n,,,,,,,,,,,,,,,,,,,,,,,
时段t(h),暴雨递减指数,1/10,1/50,1/100,1/200,,,,,,,,,,,,,,,,,,
<1,n1p,0.4850,0.4804,0.4084,0.4773,,,,,,,,,,,,,,,,,,
1~6,n2p,0.7126,0.6958,0.8096,0.6841,,,,,,,,,,,,,,,,,,
6~24,n3p,0.7485,0.7093,0.7925,0.6870,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
3.设计净雨计算表(单位:mm),,,,,,,,,,,,,,,,,,,,,,,
频率,1/10,1/50,1/100,1/200,,,,,,,,,,,,,,,,,,,
设计雨量P,108.16,158.72,172.16,202.24,,,,,,,,,,,,,,,,,,,
前期影响Pa,36.67,55.00,55.00,55.00,,,,,,,,,,,,,,,,,,,
P+Pa,144.83,213.72,227.16,257.24,,,,,,,,,,,,,,,,,,,
查84图集:R24,147.33,195.40,125,329.53,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
4.24小时各频率设计洪量,,,,,,,,,,,,,,,,,,,,,,,
"频率
项目",1/10,1/50,1/100,1/200,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
W24(万m3),589.32,781.60,500.00,1318.12,,,,,,,,,,,,,,,,,,,
R6(mm),103.96,130.59,93.75,213.52,,,,,,,,,,,,,,,,,,,
R24-R6(mm),43.37,64.81,31.25,116.01,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
5.推理公式法计算洪峰流量,,,,,,,,,,,,,,,,,,,,,,,
"频率
项目",1/10,1/50,1/100,1/200,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
θ,13.1745,13.1745,13.1745,13.1745,,,,,,,,,,,,,,,,,,,
m,0.7255,0.7255,1.4500,0.7255,,,,,,,,,,,,,,,,,,,
n,0.7126,0.6958,0.8096,0.6841,,,,,,,,,,,,,,,,,,,
S,45.60,61.50,91.80,74.40,,,,,,,,,,,,,,,,,,,
τ0,3.3115,3.0065,1.1576,2.8278,,,,,,,,,,,,,,,,,,,
S',31.52,48.59,85.05,62.18,,,,,,,,,,,,,,,,,,,
τ,3.7054,3.2287,1.1857,2.9850,,,,,,,,,,,,,,,,,,,
φ,0.6654,0.7795,0.9250,0.8296,,,,,,,,,,,,,,,,,,,
Qm,132.68,235.84,822.62,324.81,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
6.24小时各频率设计洪量、洪峰流量,,,,,,,,,,,,,,,,,,,,,,,
"频率
项目",1/10,1/50,1/100,1/200,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
R24(mm),147.33,195.4,125,329.53,,,,,,,,,,,,,,,,,,,
W24,589.32,781.60,500.00,1318.12,,,,,,,,,,,,,,,,,,,
Qm,132.68,235.84,822.62,324.81,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
8.24小时净雨概化时程分配表,,,,,,,,,,,,,,,,,,,,,,,
时段,1/10,,,1/50,,,1/100,,,1/200,,,,,,,,,,,,,
,R6分配(%),R24-R6分配(%),24h净雨深分配,R6分配(%),R24-R6分配(%),24h净雨深分配,R6分配(%),R24-R6分配(%),24h净雨深分配,R6分配(%),R24-R6分配(%),24h净雨深分配,,,,,,,,,,,
5,,,0.00,,,0.00,,,0.00,,,0.00,,,,,,,,,,,
6,,,0.00,,,0.00,,,0.00,,,0.00,,,,,,,,,,,
7,,,0.00,,,0.00,,,0.00,,,0.00,,,,,,,,,,,
8,,6,2.60,,6,3.89,,6,1.88,,6,6.96,,,,,,,,,,,
9,,10,4.34,,10,6.48,,10,3.13,,10,11.60,,,,,,,,,,,
10,,12,5.20,,12,7.78,,12,3.75,,12,13.92,,,,,,,,,,,
11,,12,5.20,,12,7.78,,12,3.75,,12,13.92,,,,,,,,,,,
12,7,,7.28,7,,9.14,5,,4.69,7,,14.95,,,,,,,,,,,
13,7,,7.28,7,,9.14,6,,5.63,7,,14.95,,,,,,,,,,,
14,15,,15.59,15,,19.59,12,,11.25,15,,32.03,,,,,,,,,,,
15,54,,56.14,54,,70.52,64,,60.00,54,,115.30,,,,,,,,,,,
16,10,,10.40,10,,13.06,8,,7.50,10,,21.35,,,,,,,,,,,
17,7,,7.28,7,,9.14,5,,4.69,7,,14.95,,,,,,,,,,,
18,,16,6.94,,16,10.37,,16,5.00,,16,18.56,,,,,,,,,,,
19,,12,5.20,,12,7.78,,12,3.75,,12,13.92,,,,,,,,,,,
20,,10,4.34,,10,6.48,,10,3.13,,10,11.60,,,,,,,,,,,
21,,10,4.34,,10,6.48,,10,3.13,,10,11.60,,,,,,,,,,,
22,,6,2.60,,6,3.89,,6,1.88,,6,6.96,,,,,,,,,,,
23,,6,2.60,,6,3.89,,6,1.88,,6,6.96,,,,,,,,,,,
24,,,0.00,,,0.00,,,0.00,,,0.00,,,,,,,,,,,
R24合计,100,100,147.33,100,100,195.40,100,100,125.00,100,100,329.53,,,,,,,,,,,
R6合计,,,103.96,,,130.59,,,93.75,,,213.52,,,,,,,,,,,
R24-R6合计,,,43.37,,,64.81,,,31.25,,,116.01,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
1/10,,,,,,1/50,,,,,,1/100,,,,,,1/200,,,,,
时段,τ时段Ri,各时段Qi,时段,各时段Qi,调整后各时段Qi,时段,τ时段Ri,各时段Qi,时段,各时段Qi,调整后各时段Qi,时段,τ时段Ri,各时段Qi,时段,各时段Qi,调整后各时段Qi,时段,τ时段Ri,各时段Qi,时段,各时段Qi,调整后各时段Qi
,,,,2.16,0.8220,,,,,1.38,0.8983,,,,,0.95,0.7490,,,,,#REF!,0.9280
,,,5,,,,,,5,,,,,,5,,,,,,5,,
,,,5.5,,,,,,5.5,,,,,,5.5,,,,,,5.5,,
,,,6,,,,,,6,,,,,,6,,,,,,6,,
,,,6.5,,,,,,6.5,,,,,,6.5,,,,,,6.5,,
,,,7,,,,,,7,,,,,,7,,,,,,7,,
,,,7.5,0.00,0.00,,,,7.5,0.00,0.00,,,,7.5,0.00,0.00,,,,7.5,0.00,0.00
,,,8,0.71,0.58,,,,8,0.41,0.37,,,,8,46.68,34.97,,,,8,#REF!,#REF!
,,,8.5,1.42,1.17,,,,8.5,112.08,100.68,,,,8.5,40.63,30.43,,,,8.5,#REF!,#REF!
,,,9,70.40,57.86,,,,9,118.26,106.23,,,,9,34.57,25.90,,,,9,232.92,216.15
,,,9.5,74.97,61.63,,,,9.5,124.43,111.78,,,,9.5,36.65,27.45,,,,9.5,247.21,229.41
,,,10,79.55,65.39,,,,10,41.02,36.85,,,,10,40.08,30.02,,,,10,70.19,65.13
,,,10.5,34.34,28.23,,,,10.5,41.54,37.31,,,,10.5,42.57,31.89,,,,10.5,70.70,65.61
,,,11,35.16,28.90,,,,11,46.92,42.15,,,,11,44.06,33.00,,,,11,71.21,66.08
,,,11.5,35.98,29.57,,,,11.5,47.87,43.00,7.50,0.00,0.00,11.5,45.97,34.43,7.50,,,11.5,73.47,68.18
,,,12,48.48,39.85,7.50,0.00,0.00,12,48.81,43.85,7.89,1.67,48.06,12,51.24,38.38,(2.91),0.00,0.00,12,74.14,68.80
7.50,0.00,0.00,12.5,50.62,41.61,(1.14),5.51,(7.09),12.5,71.23,63.98,9.07,3.59,33.71,12.5,56.50,42.32,0.08,14.85,(22.24),12.5,125.54,116.50
0.18,6.85,-10.41,13,52.76,43.37,2.09,9.53,32.81,13,74.88,67.27,10.26,4.46,41.85,13,72.61,54.39,3.06,16.94,63.10,13,133.52,123.91
3.88,7.84,23.53,13.5,54.90,45.13,5.31,10.50,36.16,13.5,78.54,70.55,11.44,4.84,45.37,13.5,92.49,69.27,6.05,17.76,66.15,13.5,141.50,131.32
7.59,9.86,29.59,14,109.14,89.72,8.54,12.27,42.27,14,183.21,164.57,12.63,6.17,57.86,14,217.35,162.80,9.03,18.83,70.16,14,255.46,237.07
11.29,15.15,45.46,14.5,120.91,99.39,11.77,19.13,65.89,14.5,209.53,188.22,13.81,11.19,104.98,14.5,519.99,389.47,12.02,31.62,117.80,14.5,290.14,269.25
15.00,63.93,132.68,15,132.68,132.68,15.00,77.38,235.84,15,235.84,235.84,15.00,62.14,822.62,15,822.62,822.62,15.00,123.63,324.81,15,324.81,324.81
18.71,14.03,42.12,15.5,120.46,99.02,18.23,16.26,56.00,15.5,207.99,186.84,16.19,8.39,78.69,15.5,508.90,381.17,17.98,25.24,94.02,15.5,286.15,265.55
22.41,10.63,31.90,16,108.24,88.97,21.46,13.20,45.46,16,180.14,161.82,17.37,5.65,52.96,16,195.18,146.19,20.97,20.90,77.85,16,247.49,229.67
26.12,7.36,22.10,16.5,96.02,78.93,24.69,11.21,38.61,16.5,61.64,55.37,18.56,5.25,49.24,16.5,71.87,53.83,23.95,19.72,73.47,16.5,102.06,94.71
29.82,6.51,19.55,17,46.82,38.49,27.91,8.75,30.13,17,60.01,53.90,19.74,3.96,37.16,17,61.02,45.70,26.94,15.10,56.27,17,99.35,92.20
23.00,5.15,-8.40,17.5,45.44,37.35,31.14,6.80,23.44,17.5,58.38,52.44,20.93,3.72,34.88,17.5,52.56,39.37,29.92,13.25,49.36,17.5,96.64,89.69
,,,18,44.06,36.22,23.00,4.86,(6.64),18,52.80,47.43,22.11,2.30,21.57,18,50.99,38.19,23.00,11.69,(18.78),18,82.21,76.29
,,,18.5,42.24,34.72,,,,18.5,51.74,46.48,23.00,1.67,20.94,18.5,49.42,37.01,,,,18.5,81.48,75.61
,,,19,40.92,33.64,,,,19,50.68,45.52,,,,19,44.73,33.50,,,,19,102.02,94.68
,,,19.5,39.60,32.55,,,,19.5,52.24,46.92,,,,19.5,39.63,29.69,,,,19.5,99.14,92.01
,,,20,26.31,21.63,,,,20,50.92,45.74,,,,20,36.67,27.46,,,,20,96.26,89.33
,,,20.5,25.97,21.35,,,,20.5,45.51,40.88,,,,20.5,28.38,21.26,,,,20.5,71.19,66.06
,,,21,25.62,21.06,,,,21,44.47,39.95,,,,21,34.07,25.52,,,,21,70.03,64.99
,,,21.5,(14.55),(11.96),,,,21.5,43.44,39.02,,,,21.5,28.46,21.32,,,,21.5,(33.54),(31.12)
,,,22,(12.50),(10.27),,,,22,(10.33),(9.28),,,,22,25.89,19.40,,,,22,(28.62),(26.56)
,,,22.5,(10.45),(8.59),,,,22.5,(8.48),(7.62),,,,22.5,22.41,16.78,,,,22.5,(23.70),(21.99)
,,,23,(8.40),(6.90),,,,23,(6.64),(5.96),,,,23,18.92,14.17,,,,23,(18.78),(17.43)
,,,23.5,,,,,,23.5,,,,,,23.5,,,,,,23.5,,
,,,24,,,,,,24,,,,,,24,,,,,,24,,
合计,147,328.12,,1517.86,1271.30,,195.4,,,2369.06,2152.11,,125,,,3433.13,2777.89,,329.53,,,#REF!,#REF!
W24,147.33,,,,228.83,,195.4,,,,387.38,,125,,,,500.02,,329.53,,,,#REF!
,,,,,0.3883,,,,,,0.4956,,,,,,1.0000,,,,,,#REF!
,,,,,,,,,,,,,,,,,,,,,,,,
8.设计洪水过程线表,,,,,,,,,,,,,,,,,,,,,,,
,1/10,1/50,1/100,1/200,,,,,,,,,,,,,,,,,,,
5,0.00,0.00,0.00,0.00,,,,,,,,,,,,,,,,,,,
5.5,0.00,0.00,0.00,0.00,,,,,,,,,,,,,,,,,,,
6,0.00,0.00,0.00,0.00,,,,,,,,,,,,,,,,,,,
6.5,0.00,0.00,0.00,0.00,,,,,,,,,,,,,,,,,,,
7,0.00,0.00,0.00,0.00,,,,,,,,,,,,,,,,,,,
7.5,0.00,0.00,0.00,0.00,,,,,,,,,,,,,,,,,,,
8,0.58,0.37,34.97,#REF!,,,,,,,,,,,,,,,,,,,
8.5,1.17,100.68,30.43,#REF!,,,,,,,,,,,,,,,,,,,
9,57.86,106.23,25.90,216.15,,,,,,,,,,,,,,,,,,,
9.5,61.63,111.78,27.45,229.41,,,,,,,,,,,,,,,,,,,
10,65.39,36.85,30.02,65.13,,,,,,,,,,,,,,,,,,,
10.5,28.23,37.31,31.89,65.61,,,,,,,,,,,,,,,,,,,
11,28.90,42.15,33.00,66.08,,,,,,,,,,,,,,,,,,,
11.5,29.57,43.00,34.43,68.18,,,,,,,,,,,,,,,,,,,
12,39.85,43.85,38.38,68.80,,,,,,,,,,,,,,,,,,,
12.5,41.61,63.98,42.32,116.50,,,,,,,,,,,,,,,,,,,
13,43.37,67.27,54.39,123.91,,,,,,,,,,,,,,,,,,,
13.5,45.13,70.55,69.27,131.32,,,,,,,,,,,,,,,,,,,
14,89.72,164.57,162.80,237.07,,,,,,,,,,,,,,,,,,,
14.5,99.39,188.22,389.47,269.25,,,,,,,,,,,,,,,,,,,
15,132.68,235.84,822.62,324.81,,,,,,,,,,,,,,,,,,,
15.5,99.02,186.84,381.17,265.55,,,,,,,,,,,,,,,,,,,
16,88.97,161.82,146.19,229.67,,,,,,,,,,,,,,,,,,,
16.5,78.93,55.37,53.83,94.71,,,,,,,,,,,,,,,,,,,
17,38.49,53.90,45.70,92.20,,,,,,,,,,,,,,,,,,,
17.5,37.35,52.44,39.37,89.69,,,,,,,,,,,,,,,,,,,
18,36.22,47.43,38.19,76.29,,,,,,,,,,,,,,,,,,,
18.5,34.72,46.48,37.01,75.61,,,,,,,,,,,,,,,,,,,
19,33.64,45.52,33.50,94.68,,,,,,,,,,,,,,,,,,,
19.5,32.55,46.92,29.69,92.01,,,,,,,,,,,,,,,,,,,
20,21.63,45.74,27.46,89.33,,,,,,,,,,,,,,,,,,,
20.5,21.35,40.88,21.26,66.06,,,,,,,,,,,,,,,,,,,
21,21.06,39.95,25.52,64.99,,,,,,,,,,,,,,,,,,,
21.5,(11.96),39.02,21.32,(31.12),,,,,,,,,,,,,,,,,,,
22,(10.27),(9.28),19.40,(26.56),,,,,,,,,,,,,,,,,,,
22.5,(8.59),(7.62),16.78,(21.99),,,,,,,,,,,,,,,,,,,
23,(6.90),(5.96),14.17,(17.43),,,,,,,,,,,,,,,,,,,
23.5,0.00,0.00,0.00,0.00,,,,,,,,,,,,,,,,,,,
24,0.00,0.00,0.00,0.00,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
9.水库水位库容曲线,,,,,,,,,,,,,,,,,,,,,,,
高程(m),库容(m³),库容(万m³),,,,,,,,,,,,,,,,,,,,,
936.00,0.00,0.00,,,,,,,,,,,,,,,,,,,,,
940.00,49000.00,4.90,,,,,,,,,,,,,,,,,,,,,
945.00,352800.00,35.28,,,,,,,,,,,,,,,,,,,,,
950.00,802800.00,80.28,,,,,,,,,,,,,,,,,,,,,
955.00,1402900.00,140.29,,,,,,,,,,,,,,,,,,,,,
960.00,2146000.00,214.60,,,,,,,,,,,,,,,,,,,,,
965.00,3053800.00,305.38,,,,,,,,,,,,,,,,,,,,,
970.00,4135400.00,413.54,,,,,,,,,,,,,,,,,,,,,
975.00,5405500.00,540.55,,,,,,,,,,,,,,,,,,,,,
980.00,6883200.00,688.32,,,,,,,,,,,,,,,,,,,,,
985.00,8607900.00,860.79,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
10.溢洪道过流能力计算(B=34m),,,,,,,,,,,,,,,,,,,,,,,
水位,水深,流量系数,收缩系数,宽度,流量,△水深,,,,,,,,,,,,,,,,,
H(m),H(m),,,,Q(m3/s),1.00,,,,,,,,,,,,,,,,,
969.50,0.00,,,,0.00,,,,,,,,,,,,,,,,,,
970.00,0.50,,,,26.11,,,,,,,,,,,,,,,,,,
971.00,1.50,,,,135.67,,,,,,,,,,,,,,,,,,
972.00,2.50,,,,291.92,,,,,,,,,,,,,,,,,,
973.00,3.50,,,,483.56,,,,,,,,,,,,,,,,,,
974.00,4.50,,,,704.97,,,,,,,,,,,,,,,,,,
975.00,5.50,,,,952.56,,,,,,,,,,,,,,,,,,
976.00,6.50,,,,1223.83,,,,,,,,,,,,,,,,,,
977.00,7.50,,,,1516.85,,,,,,,,,,,,,,,,,,
978.00,8.50,,,,1830.12,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
11.调洪演算辅助曲线(△t=0.5小时),,,,,,,,,,,,,,,,,,,,,,,
库水位Z,库容V,下泄流量q,q/2,V/△t,V/△t-q/2,V/△t+q/2,,,,,,,,,,,,,,,,,
(m),(m3),(m3/s),(m3/s),(m3/s),(m3/s),(m3/s),,,,,,,,,,,,,,,,,
969.50,4027240.00,0.00,0.00,2237.36,2237.36,2237.36,,,,,,,,,,,,,,,,,
970.00,4135400.00,26.11,13.06,2297.44,2284.39,2310.50,,,,,,,,,,,,,,,,,
971.00,4389420.00,135.67,67.84,2438.57,2370.73,2506.40,,,,,,,,,,,,,,,,,
972.00,4643440.00,291.92,145.96,2579.69,2433.73,2725.65,,,,,,,,,,,,,,,,,
973.00,4897460.00,483.56,241.78,2720.81,2479.03,2962.59,,,,,,,,,,,,,,,,,
974.00,5151480.00,704.97,352.49,2861.93,2509.45,3214.42,,,,,,,,,,,,,,,,,
975.00,5405500.00,952.56,476.28,3003.06,2526.78,3479.34,,,,,,,,,,,,,,,,,
976.00,5701040.00,1223.83,611.92,3167.24,2555.33,3779.16,,,,,,,,,,,,,,,,,
977.00,5996580.00,1516.85,758.43,3331.43,2573.01,4089.86,,,,,,,,,,,,,,,,,
978.00,6292120.00,1830.12,915.06,3495.62,2580.56,4410.68,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,
100年一遇调洪过程表,,,,,,,,,200年一遇调洪过程表,,,,,,,,,,,,,,
时间t,入库流量Q(m3/s),平均入库流量,水库水位Z1,(m3/s),(m3/s),下泄流量q(m3/s),水库水位Z,,时间t,入库流量Q(m3/s),平均入库流量,水库水位Z1,(m3/s),(m3/s),下泄流量q(m3/s),水库水位Z,,,,,,,
(h),,(m3/s),(m),,,,(m),,(h),,(m3/s),(m),,,,(m),,,,,,,
7.50,0.00,0.00,969.50,2237.36,2237.36,0.00,969.50,,7.50,0.00,0.00,969.50,2237.36,2237.36,0.00,969.50,,,,,,,
8.00,34.97,17.48,969.50,2248.60,2254.84,6.24,969.62,,8.00,#REF!,#REF!,969.50,#VALUE!,#REF!,#REF!,#VALUE!,,,,,,,
8.50,30.43,32.70,969.62,2265.61,2281.30,15.69,969.80,,8.50,#REF!,#REF!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
9.00,25.90,28.16,969.80,2273.63,2293.77,20.14,969.89,,9.00,216.15,#REF!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
9.50,27.45,26.67,969.89,2277.84,2300.31,22.47,969.93,,9.50,229.41,222.78,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
10.00,30.02,28.74,969.93,2281.86,2306.57,24.71,969.97,,10.00,65.13,147.27,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
10.50,31.89,30.95,969.97,2285.41,2312.82,27.41,970.01,,10.50,65.61,65.37,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
11.00,33.00,32.44,970.01,2287.63,2317.85,30.22,970.04,,11.00,66.08,65.85,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
11.50,34.43,33.71,970.04,2289.17,2321.35,32.18,970.06,,11.50,68.18,67.13,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
12.00,38.38,36.40,970.06,2291.03,2325.57,34.54,970.08,,12.00,68.80,68.49,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
12.50,42.32,40.35,970.08,2293.59,2331.38,37.79,970.22,,12.50,116.50,92.65,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
13.00,54.39,48.35,970.22,2298.25,2341.95,43.70,970.16,,13.00,123.91,120.21,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
13.50,69.27,61.83,970.16,2306.24,2360.08,53.84,970.25,,13.50,131.32,127.61,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
14.00,162.80,116.04,970.25,2333.65,2422.28,88.62,970.57,,14.00,237.07,184.19,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
14.50,389.47,276.13,970.57,2400.44,2609.79,209.35,971.47,,14.50,269.25,253.16,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
15.00,822.62,606.05,971.47,2484.33,3006.49,522.15,973.17,,15.00,324.81,297.03,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
15.50,381.17,601.90,973.17,2493.96,3086.23,592.26,973.49,,15.50,265.55,295.18,#VALUE!,#VALUE!,#VALUE!,#VALUE!,#VALUE!,,,,,,,
16.00,146.19,263.68,973.49,2439.85,2757.64,317.80,972.14,,16.00,229.67,247.61,,,,,,,,,,,,
16.50,53.83,100.01,972.14,2380.34,2539.86,159.51,971.15,,16.50,94.71,162.19,,,,,,,,,,,,
17.00,45.70,49.77,971.15,2337.11,2430.11,93.00,970.61,,17.00,92.20,93.46,,,,,,,,,,,,
17.50,39.37,42.53,970.61,2314.86,2379.64,64.78,970.35,,17.50,89.69,90.94,,,,,,,,,,,,
18.00,38.19,38.78,970.35,2303.40,2353.64,50.24,970.22,,18.00,76.29,82.99,,,,,,,,,,,,
18.50,37.01,37.60,970.22,2297.83,2341.01,43.17,970.16,,18.50,75.61,75.95,,,,,,,,,,,,
19.00,33.50,35.26,970.16,2294.35,2333.09,38.74,970.12,,19.00,94.68,85.14,,,,,,,,,,,,
19.50,29.69,31.59,970.12,2291.19,2325.94,34.75,970.08,,19.50,92.01,93.34,,,,,,,,,,,,
20.00,27.46,28.57,970.08,2288.48,2319.77,31.29,970.05,,20.00,89.33,90.67,,,,,,,,,,,,
20.50,21.26,24.36,970.05,2285.42,2312.84,27.42,970.01,,20.50,66.06,77.70,,,,,,,,,,,,
21.00,25.52,23.39,970.01,2283.30,2308.81,25.51,969.99,,21.00,64.99,65.53,,,,,,,,,,,,
21.50,21.32,23.42,969.99,2
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 湘教版福建省莆田市五校联盟2023-2024学年高二上学期期中数学试题
- 2024年上海市中考语文真题卷及答案解析
- 华支睾吸虫课件
- 幼儿园小班音乐《表情歌》课件
- 福建省尤溪一中 2024-2025学年高三上学年半期考地理试卷及答案
- 西京学院《大数据技术原理及应用》2022-2023学年期末试卷
- 简爱课件 图片
- 西华师范大学《外贸函电》2023-2024学年期末试卷
- 西华师范大学《数据库原理及应用》2022-2023学年期末试卷
- 职业技术学院移动商务学情分析报告
- 18 牛和鹅 第一课时 课件
- 2024年宜宾人才限公司招聘高频难、易错点500题模拟试题附带答案详解
- 期中 (试题) -2024-2025学年外研版(三起)英语六年级上册
- 蒂升技能等级考试复习试题及答案
- 小学生防性侵安全教育主题班会课件
- 《“119”的警示》教学设计
- 冀教版七年级数学上册 2.6 角大小的比较(第二章 几何图形的初步认识 学习、上课课件)
- 创建“环保银行”(教学设计)-2024-2025学年四年级上册综合实践活动教科版
- 劳动教育学习通超星期末考试答案章节答案2024年
- (面试)国家公务员考试试题与参考答案(2025年)
- 新质生产力赋能交通运输高质量发展研究
评论
0/150
提交评论