幾種泄流曲線計(jì)算程序_第1頁(yè)
幾種泄流曲線計(jì)算程序_第2頁(yè)
幾種泄流曲線計(jì)算程序_第3頁(yè)
幾種泄流曲線計(jì)算程序_第4頁(yè)
幾種泄流曲線計(jì)算程序_第5頁(yè)
已閱讀5頁(yè),還剩5頁(yè)未讀, 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說(shuō)明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

寬頂堰淹沒(méi)出流泄流曲線,,,,,,,,,,,,,,

Q=σsσcmnb(2g)^(1/2)H0^(3/2),,,,,,,,,,,,,,

(淹沒(méi)系數(shù)),(側(cè)收縮系數(shù)),流量系數(shù),閘孔孔數(shù),每孔凈寬,,上游水位,流量,水位,水位高程,,判斷淹沒(méi)出流,,,

σs,σc,m,n,b,(2g)^(1/2),(H0)^(3/2),Q,H0,,,,,,

1,0,0.385,1,10,4.4294,0,0,0,1775.8,,,,,

1,0.9880,0.385,1,10,4.4294,1.0000,16.84873019,1,1776.8,,1.58,476.78,1.58,1.97

1,0.9870,0.385,1,10,4.4294,2.8284,47.60717126,2,1777.8,,1.775,478.75,3.55,1.71

1,0.9850,0.385,1,10,4.4294,5.1962,87.28273444,3,1778.8,,1.753333333,480.46,5.26,1.66

1,0.9840,0.385,1,10,4.4294,8.0000,134.2441336,4,1779.8,,1.73,482.12,6.92,1.83

1,0.9830,0.385,1,10,4.4294,11.1803,187.4212178,5,1780.8,,1.75,483.95,8.75,1.84

1,0.9830,0.385,1,10,4.4294,14.6969,246.3715889,6,1781.8,,1.765,485.79,10.59,1

1,0.9810,0.385,1,10,4.4294,18.5203,309.83202,7,1782.8,,,,,

1,0.9790,0.385,1,10,4.4294,22.6274,377.7703803,8,1783.8,,1.44875,486.79,11.59,0.19

1,0.9750,0.385,1,10,4.4294,27.0000,448.929982,9,1784.8,,1.308888889,486.98,11.78,0.57

1,0.9740,0.385,1,10,4.4294,27.9050,463.5012705,9.2,1785,,1.342391304,487.55,12.35,

1,0.9720,0.385,1,10,4.4294,30.2105,500.7651502,9.7,1785.5,,1.459793814,489.36,14.16,

1,0.9710,0.385,1,10,4.4294,35.0006,579.5689728,10.7,1786.5,,,,,

1,0.9700,0.385,1,10,4.4294,40.0202,662.00422,11.7,1787.5,,,,,

1,0.9680,0.385,1,10,4.4294,42.6128,703.4372047,12.2,1788,,,,,

1,0.9680,0.385,1,10,4.4294,45.2591,747.1213889,12.7,1788.5,,,,,

寬頂堰淹沒(méi)出流泄流曲線,,,,,,,,,,,,,,

Q=σcmnb(2g)^(1/2)H0^(3/2),,,,,,,,,,,,,,

(側(cè)收縮系數(shù)),流量系數(shù),閘孔孔數(shù),每孔凈寬,,上游水位,流量,水位,水位高程,,,,,,

σc,m,n,b,(2g)^(1/2),(H0)^(3/2),Q,H0,,,,,,,

,0.36,1,12.5,4.429446918,0,0,0,1777.344,,,,,,

,0.36,1,12.5,4.429446918,0.353553391,7.047206894,0.5,1777.844,,,,,,

,0.36,1,12.5,4.429446918,1,19.93251113,1,1778.844,,,,,,

,0.36,1,12.5,4.429446918,1.837117307,36.61836117,1.5,1780.344,,,,,,

,0.36,1,12.5,4.429446918,2.828427125,56.37765515,2,1782.344,,,,,,

,0.36,1,12.5,4.429446918,3.952847075,78.79016833,2.5,1784.844,,,,,,

,0.36,1,12.5,4.429446918,5.196152423,103.572366,3,1787.844,,,,,,

,0.36,1,12.5,4.429446918,6.547900427,130.5160981,3.5,1791.344,,,,,,

,0.36,1,12.5,4.429446918,8,159.4600891,4,1795.344,,,,,,

,0.36,1,12.5,4.429446918,9.545941546,190

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

最新文檔

評(píng)論

0/150

提交評(píng)論