xxx水库调洪计算成果.xls

krqx1krqx2库容曲线HVdVdHVHm104m3104m3m104m3m12970.00.03.00.001297.013000.02.25.00.001300.013052.26.75.02.241305.013108.914.95.08.921310.0131523.831.45.023.831315.0132055.250.75.055.241320.01325105.978.95.0105.941325.01330184.8103.35.0184.811330.01335288.1124.15.0288.101335.01340412.2146.35.0412.161340.01345558.4170.85.0558.431345.01350729.3196.85.0729.281350.01355926.0228.25.0926.051355.013601154.3276.05.01154.291360.013651430.3342.55.01430.311365.013701772.8416.95.01772.781370.013752189.7486.25.02189.661375.013802675.9578.75.02675.871380.013853254.6709.65.03254.571385.013903964.2841.05.03964.161390.013954805.1968.25.04805.121395.014005773.31118.05.05773.301400.014056891.31292.85.06891.291405.014108184.11491.55.08184.101410.014159675.61693.95.09675.631415.0142011369.51893.65.011369.51420.0142513263.12106.15.013263.11425.0143015369.12357.65.015369.11430.0143517726.72666.75.017726.71435.0144020393.42954.55.020393.41440.0144523347.93217.55.023347.91445.0145026565.43487.25.026565.41450.0145530052.63756.25.030052.61455.0146033808.94030.95.033808.91460.0146537839.84319.55.037839.81465.0147042159.34592.05.042159.31470.0147546751.34916.85.046751.31475.0148051668.15287.25.051668.11480.0148556955.35720.15.056955.31485.0149062675.46211.05.062675.41490.0149568886.46755.65.068886.41495.0150075642.0-75642.0-1500.075642.01500.0 xlqx1库容曲线泄流曲线dVdH堰顶高程 宽度孔数Zqdq104m3m1428.5143mm3/sm3/s0.03.01422.50.02540.12.25.01432.02540.06220.16.75.01432.52760.17226.014.95.01433.02986.12231.331.45.01433.53217.46236.350.75.01434.03453.74240.878.95.01434.53694.49244.7103.35.01435.03939.21248.2124.15.01435.54187.41251.2146.35.01436.04438.58253.6170.85.01436.54692.19255.5196.85.01437.04947.71(4947.7)228.25.00.0276.05.00.0342.55.00.0416.95.00.0486.25.0578.75.0709.65.0841.05.0968.25.01118.05.01292.85.01491.55.01693.95.01893.65.02106.15.02357.65.02666.75.02954.55.03217.55.03487.25.03756.25.0 4030.95.0 4319.55.0 4592.05.0 4916.85.0 5287.25.0 5720.15.0 6211.05.0 6755.65.0 -75642.0-1500.0 xlqx2fzqx1泄流曲线dzqZdqdzqmm3/smm3/smm3/s9.50.01422.502540.19.50.00.52540.11432.00220.10.52540.10.52760.21432.50226.00.52760.20.52986.11433.00231.30.52986.10.53217.51433.50236.30.53217.50.53453.71434.00240.80.53453.70.53694.51434.50244.70.53694.50.53939.21435.00248.20.53939.20.54187.41435.50251.20.54187.40.54438.61436.00253.60.54438.60.54692.21436.50255.50.54692.2(1437.0)4947.71437.00-4947.7-1437.04947.70.00.00.000.00.00.00.00.000.000.00.00.00.00.000.000.00.00.00.00.000.000.00.00.00.000.000.00.00.00.000.000.00.00.00.000.000.00.00.00.000.000.00.00.000.000.000.00.00.000.000.000.00.00.00 fzqx2调洪辅助曲线 DT=1.08调洪辅助曲线v/dt+q/2 d(v/dt+q/2)dqv/dt+q/2qd(v/dt+q/2)dqm3/sm3/sm3/sm3/sm3/sm3/sm3/s11404.04969.92540.111404.00.04969.92540.116373.9328.3220.116373.92540.1328.3220.116702.2331.3226.016702.22760.2331.3226.017033.5334.0231.317033.52986.1334.0231.317367.5336.4236.317367.53217.5336.4236.317703.9338.7240.817703.93453.7338.7240.818042.6340.7244.718042.63694.5340.7244.718383.2371.0248.218383.23939.2371.0248.218754.2372.5251.218754.24187.4372.5251.219126.7373.7253.619126.74438.6373.7253.619500.5374.7255.519500.54692.2374.7255.519875.1#N/A-4947.719875.14947.7#N/A-4947.7#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0#N/A#N/A0.0#N/A0.0#N/A0.0 调调洪洪成成果果表表B堰宽=40m标洪水频率 洪峰流量 最高水位 相应库容 最大泄量准%m3/sm104m3m3/s设计3.3130956.7847.43127.99校核2.0157956.9951.73154.48校核0.33256957.7168.01251.46 B堰宽=60m标洪水频率 洪峰流量 最高水位 相应库容 最大泄量准%m3/sm104m3m3/s设计3.3130956.4741.38128.68校核2.0157956.6444.60155.14校核0.33256957.1855.43253.05设计洪水过程线日 期 时 间1986典p(%)0.020.056.40100195183311622621212158030812887157501463137118510995932214007807316.503106055673350683640638274569895009759141275014631371151050204819191880015601462214508788226.6032063959132304594256700139712939158031532918122420668659811518503692341718140027942586211100219520316.7087517071187367013079096500975679日 期 时 间1986典p(%)0.020.056.4010019518331162262129450878611124108005561538074151618370722502213536894796.80320624434328054638062504883399230449312122104102851520039027118185361251211653222246.904007805436.7日 期 时 间1986典p(%)0.020.056.401001951833116226212312002341162862400468232579155030242103121300253617641511502243156118950185312892173014249916.10059011518013460897624640078054393005854071229056639415280546380182705273666.9日 期 时 间1986典p(%)0.020.056.40100195183311622621221250488339日 期 时 间1986典p(%)0.020.056.4010019518331162262120.10.20.51172162148137199188171159271225642332216612881217110710288768287536996876495905485325034584256015685174806566205645248588117386851288121711071028设计洪水过程线p(%)1803170415501440137312981181109777373066461755752147343740037534031412191140103695527512574233821565443490642003674322130142737252524382281207219111915179216281501112410659799158618167497016426095595230.10.20.51172162148137199188171159p(%)5785485034715274994594294884634253974754504143874534303953694113903583353603413132933213042802612952802572412702562352202572432242092382252071942122011851735144874474180.10.20.51172162148137199188171159p(%)154114611342125530832921268525101991188717341621167015821454136014771400128612031220115610639949388898177647587186606175915605154815144874474183853653363143723533243033603413132933473293022820.10.20.51172162148137199188171159p(%)3213042802610.10.20.51172162148137199188171159p(%)单位:m3/s2510201261109884146128113981988174415451329944828733631642563499429503442391336390342303261440386342294481422373321629552489421944828733631132111591027883100788378267356649744037939834430025328624721618287075365755219641699148212473147247519681482230019891736146017411505131311051368118310328688447496725886465745154504824283843362510201261109884146128113984343853463023953513152763663252922553573172842493403022712373092742462152702402151882412141921642221971771512031801611431931711541371781581421271591411271153863433072642510201261109884146128113981157102892277123142055184314621495132711901042125411139988741109985883773916814730638704625561491569505453397444394353309386343307269289257230202280248223195270240215188260231207181251020126110988414612811398241214192168251020126110988414612811398调调洪洪成成果果表表（方方案案一一）洪水频率 洪峰流量 最高水位%m3/sm5.024751434.002.031471434.001.036741434.160.542001434.550.249061435.060.154431435.670.0559811436.280.026686#N/A汛限水位1434 m调调洪洪成成果果表表（方方案案一一）洪水频率 洪峰流量 最高水位%m3/sm调调洪洪成成果果表表（方方案案一一）洪水频率 洪峰流量 最高水位%m3/sm调调洪洪成成果果表表（方方案案一一）洪水频率 洪峰流量 最高水位%m3/sm调调洪洪成成果果表表（方方案案一一）洪水频率 洪峰流量 最高水位%m3/smP%=相应库容 最大泄量序号 时 间104m3m3/s1725524752617255314739173323532412175153719515177603970618180844273721184094580824#N/A#N/A94 3106调调洪洪成成果果表表（方方案案一一）11912121315141815211624175 318619920122115221823212424P%=相应库容 最大泄量序号 时 间104m3m3/s调调洪洪成成果果表表（方方案案一一）256 326627928122915301831213224337 3346359361237153818P%=相应库容 最大泄量序号 时 间104m3m3/s调调洪洪成成果果表表（方方案案一一）39214024418 342643944124515461847214824499 35065195212P%=相应库容 最大泄量序号 时 间104m3m3/s调调洪洪成成果果表表（方方案案一一）5315541855215624P%=相应库容 最大泄量序号 时 间104m3m3/s调调洪洪成成果果表表（方方案案一一）20.0调洪计算表QiQcpVi/dt+qi/2q可泄qim3/sm3/sm3/sm3/sm3/s97.5890.85 16025.8197.5897.58420.60259.09 16187.32420.60420.601093.55757.07 16523.801093.551093.551329.081211.31 16641.561329.081329.08630.89979.99 16292.47630.89630.89429.01529.95 16191.53429.01429.01336.48382.74 16145.26336.48336.48260.77298.62 16107.41260.77260.77294.42277.59 16124.23294.42294.42321.33307.88 16137.69321.33321.33420.60370.97 16187.32420.60420.60630.89525.74 16292.47630.89630.89883.25757.07 16418.65883.25883.25672.95778.10 16313.50672.95672.95378.54525.74 16166.29378.54378.54252.54315.54 16103.29252.54252.54181.51217.03 16067.78181.51181.51552.43366.97 16253.24552.43552.431246.92899.68 16600.481246.921246.921481.761364.34 16717.901481.761481.761460.001470.88 16707.021460.001460.001104.871282.43 16529.461104.871104.87868.11986.49 16411.08868.11868.1120.0调洪计算表QiQcpVi/dt+qi/2q可泄qim3/sm3/sm3/sm3/sm3/s588.07728.09 16271.06588.07588.07450.30519.18 16202.17450.30450.30336.04393.17 16145.04336.04336.04302.44319.24 16128.24302.44302.44275.55289.00 16114.80275.55275.55255.39265.47 16104.72255.39255.39248.67252.03 16101.36248.67248.67237.25242.96 16095.65237.25237.25215.07226.16 16084.56215.07215.07188.18201.62 16071.12188.18188.18164.00176.09 16059.02164.00164.00151.00157.50 16052.52151.00151.00143.00147.00 16048.52143.00143.00137.00140.00 16045.52137.00137.0020.0调洪计算表QiQcpVi/dt+qi/2q可泄qim3/sm3/sm3/sm3/sm3/s127.00132.00 16040.52127.00127.00115.00121.00 16034.52115.00115.00264.00189.50 16109.02264.00264.00771.00517.50 16362.52771.00771.001462.001116.50 16708.021462.001462.001041.731251.86 16497.891041.731041.73873.71957.72 16413.88873.71873.71772.89823.30 16363.47772.89772.89638.48705.69 16296.26638.48638.48490.62564.55 16222.33490.62490.62396.53443.57 16175.29396.53396.53309.16352.84 16131.60309.16309.16268.83289.00 16111.44268.83268.83201.62235.23 16077.84201.62201.6220.0调洪计算表QiQcpVi/dt+qi/2q可泄qim3/sm3/sm3/sm3/sm3/s194.90198.26 16074.48194.90194.90188.18191.54 16071.12188.18188.18181.46184.82 16067.75181.46181.46168.02174.74 16061.03168.02168.0220.0调洪计算表QiQcpVi/dt+qi/2q可泄qim3/sm3/sm3/sm3/sm3/sHiq0序号mm3/s1434.002362.1721434.002444.7131434.002640.5641434.002719.5051434.002498.4561434.002446.8671434.002423.2281434.002403.8791434.002412.47101434.002419.35111434.002444.71121434.002498.45131434.002570.07141434.002509.20151434.002433.96161434.002401.77171434.002383.62181434.002478.40191434.002691.97201434.002770.86211434.002763.44221434.002644.35231434.002565.0024Hiq0序号mm3/s1434.002487.51251434.002452.30261434.002423.10271434.002414.52281434.002407.65291434.002402.50301434.002400.78311434.002397.86321434.002392.19331434.002385.32341434.002379.14351434.002375.82361434.002373.77371434.002372.2438Hiq0序号mm3/s1434.002369.69391434.002366.62401434.002404.69411434.002534.26421434.002764.12431434.002623.19441434.002566.87451434.002534.74461434.002500.39471434.002462.61481434.002438.56491434.002416.23501434.002405.93511434.002388.7652Hiq0序号mm3/s1434.002387.04531434.002385.32541434.002383.60551434.002380.1756Hiq0序号mm3/sP%=10.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/s6113.4105.60 16033.73113.429488.9301.14 16221.46488.87121271.1879.96 16612.551271.06151544.81407.94 16749.431544.8218733.31139.06 16343.67733.3021498.6615.97 16226.35498.6524391.1444.87 16172.57391.094 3303.1347.10 16128.57303.106342.2322.65 16148.13342.219373.5357.85 16163.77373.5012488.9431.18 16221.46488.8715733.3611.08 16343.67733.30181026.6879.96 16490.331026.6221782.2904.41 16368.12782.1924440.0611.08 16197.01439.985 3300.2370.09 16127.13300.216215.8257.99 16084.91215.779656.7436.24 16305.37656.70121482.31069.48 16718.161482.27151967.81725.05 16960.941967.84181735.61851.70 16844.811735.56211313.41524.48 16633.721313.40241032.01172.68 16493.001031.96P%=10.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/s6 3672.0851.98 16313.03672.016514.6593.29 16234.31514.579384.0449.29 16169.03384.0112345.6364.81 16149.83345.6115314.9330.25 16134.47314.8918291.8303.37 16122.95291.8521284.2288.01 16119.11284.1724271.1277.64 16112.58271.117 3245.8258.44 16099.91245.766215.0230.40 16084.55215.049192.0203.52 16073.03192.0012176.6184.32 16065.35176.6415161.3168.96 16057.67161.2818153.6157.44 16053.83153.60P%=10.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/s21142.1147.84 16048.06142.0824126.7134.40 16040.38126.728 3307.2216.96 16130.63307.216921.6614.41 16437.83921.6291843.21382.43 16898.641843.23121190.41516.83 16572.231190.4215998.41094.42 16476.23998.4218883.2940.82 16418.63883.2221729.6806.42 16341.83729.6124560.7645.13 16257.35560.659 3453.1506.89 16203.59453.136353.3403.21 16153.67353.299307.2330.25 16130.63307.2112230.4268.81 16092.23230.40P%=10.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/s15222.7226.56 16088.39222.7218215.0218.88 16084.55215.0421207.4211.20 16080.71207.3624192.0199.68 16073.03192.00P%=10.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/sqiHiq0序号m3/smm3/s113.421434.002366.212488.871434.002462.1631271.061434.002700.0541544.821434.002792.375733.301434.002524.626498.651434.002464.667391.091434.002437.178303.101434.002414.699342.211434.002424.6810373.501434.002432.6811488.871434.002462.1612733.301434.002524.62131026.621434.002618.1314782.191434.002537.1115439.981434.002449.6716300.211434.002413.9517215.771434.002392.3718656.701434.002505.05191482.271434.002771.03201967.841434.002936.63211735.561434.002857.42221313.401434.002714.25231031.961434.002619.9124qiHiq0序号m3/smm3/s672.011434.002508.9625514.571434.002468.7326384.011434.002435.3627345.611434.002425.5528314.891434.002417.7029291.851434.002411.8130284.171434.002409.8531271.111434.002406.5132245.761434.002400.0433215.041434.002392.1834192.001434.002386.3035176.641434.002382.3736161.281434.002378.4537153.601434.002376.4838qiHiq0序号m3/smm3/s142.081434.002373.5439126.721434.002369.6140307.211434.002415.7441921.621434.002582.93421843.231434.002894.14431190.421434.002673.0344998.421434.002608.6745883.221434.002570.0646729.611434.002523.6847560.651434.002480.5048453.131434.002453.0349353.291434.002427.5150307.211434.002415.7451230.401434.002396.1152qiHiq0序号m3/smm3/s222.721434.002394.1553215.041434.002392.1854207.361434.002390.2255192.001434.002386.3056qiHiq0序号m3/smm3/sP%=5.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/s6128.1119.22 16041.05128.059551.9340.00 16253.00551.95121435.1993.51 16694.561435.06151744.21589.61 16849.101744.1518827.91286.04 16390.98827.9221563.0695.45 16258.52562.9924441.6502.27 16197.80441.564 3342.2391.88 16148.13342.216386.4364.29 16170.21386.369421.7404.03 16187.87421.6912551.9486.82 16253.00551.9515827.9689.93 16390.98827.92181159.1993.51 16556.571159.0921883.11021.10 16418.58883.1224496.8689.93 16225.40496.755 3344.0420.39 16149.04344.036247.3295.65 16100.66247.279752.6499.92 16353.31752.57121698.71225.62 16826.361698.66152475.22086.93 17214.622475.20181988.92232.07 16971.491988.94211505.11747.04 16729.601505.15241182.61343.88 16568.331182.61P%=5.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/s6 3749.3965.96 16351.68749.316573.8661.54 16263.90573.769428.2500.97 16191.11428.1812385.4406.77 16169.70385.3615351.1368.23 16152.58351.1118325.4338.26 16139.73325.4221316.9321.13 16135.45316.8524302.3309.57 16128.17302.307 3274.0288.17 16114.04274.046239.8256.91 16096.91239.789214.1226.94 16084.07214.0912197.0205.53 16075.51196.9615179.8188.40 16066.94179.8418171.3175.55 16062.66171.27P%=5.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/s21158.4164.85 16056.24158.4324141.3149.86 16047.67141.308 3342.5241.92 16148.30342.5461027.6685.09 16490.841027.6392055.31541.45 17004.662055.26121327.41691.31 16640.701327.36151113.31220.31 16533.661113.2718984.81049.04 16469.43984.8121813.5899.18 16383.79813.5424625.1719.34 16289.60625.149 3505.3565.20 16229.65505.256393.9449.59 16173.99393.939342.5368.23 16148.30342.5412256.9299.73 16105.48256.91P%=5.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/s15248.3252.63 16101.20248.3418239.8244.06 16096.91239.7821231.2235.50 16092.63231.2224214.1222.65 16084.07214.09P%=5.0调洪计算表 时 间QiQcpVi/dt+qi/2q可泄m3/sm3/sm3/sm3/sqiHiq0序号m3/smm3/s128.051434.002369.952