版權(quán)說明: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)
文檔簡介
,,,,,,,,插值計(jì)算器,,,,,,
,,,,,,,,0.46,0.47,0.48,,,,
,,,,,,,,1.31,1.315,1.319,,,,
歷時(shí)點(diǎn)號(hào),,10min,1hr,6h,24h,,,,,,,,,
,,,,,,,,,,,,,,,
1,均值,18,43,71,108,,,,,,,,,
,Cv,0.3,0.42,0.49,0.51,,,,,,,,,
2,均值,18,43,71,108,,,,,,,,,
,Cv,0.3,0.42,0.49,0.51,,,,,,,,,
平均,均值,18.00,43.00,71.00,108.00,,,,,,,,,
,Cv,0.30,0.42,0.49,0.51,,,,,,,,,
歷時(shí),,10min,1h,6h,24h,,,,1,,,,,
平均點(diǎn)雨量,均值,18.00,43.00,71.00,108.00,,,,,,,,,
,Cv,0.30,0.42,0.49,0.51,,,,,,,,,
面雨量,α,1.00,1.00,1.00,1.00,,,,,,,,,
,均值,18.00,43.00,71.00,108.00,Cs=3.5Cv,,,,,,,,
,Cv,0.30,0.42,0.49,0.51,PCv,,,,,,,,
設(shè)計(jì)面雨量(Hp),1%,34.488,102.77,194.54,295.92,,,0.3,0.42,0.49,0.51,,,
,2%,31.842,92.45,171.82,261.36,Kp,1%,1.916,2.39,2.74,2.74,已查閱數(shù)據(jù),,
,5%,28.188,78.131,141.148,214.704,,2%,1.769,2.15,2.42,2.42,,,
,10%,25.236,67.08,117.931,179.388,,5%,1.566,1.817,1.988,1.988,,,
,20%,22.068,55.556,94.146,143.208,,10%,1.402,1.56,1.661,1.661,,,
,,,,,,,20%,1.226,1.292,1.326,1.326,,,
,,,,,,,,,,,,,,
設(shè)計(jì)暴雨重現(xiàn)期,,,,,100年,,,,,,,,,
時(shí)間,10min,,1h,,6h,,24h,,72h,,,,,
Hp(mm),34.488,,102.770,,194.540,,295.920,,,,,,,
n,,0.391,,0.644,,0.697,,,,,,,,
設(shè)計(jì)暴雨重現(xiàn)期,,,,,50年,,,,,,,,,
時(shí)間,10min,,1h,,6h,,24h,,72h,,,,,
Hp(mm),31.842,,92.450,,171.820,,261.360,,,,,,,
n,,0.405,,0.654,,0.697,,,,,,,,
設(shè)計(jì)暴雨重現(xiàn)期,,,,,20年,,,,,,,,,
時(shí)間,10min,,1h,,6h,,24h,,72h,,,,,
Hp(mm),28.188,,78.131,,141.148,,214.704,,,,,,,
n,,0.431,,0.670,,0.697,,,,,,,,
設(shè)計(jì)暴雨重現(xiàn)期,,,,,10年,,,,,,,,,
時(shí)間,10min,,1h,,6h,,24h,,72h,,,,,
Hp(mm),25.236,,67.080,,117.931,,179.388,,,,,,,
n,,0.454,,0.685,,0.697,,,,,,,,
設(shè)計(jì)暴雨重現(xiàn)期,,,,,5年,,,,,,,,,
時(shí)間,10min,,1h,,6h,,24h,,72h,,,,,
Hp(mm),22.068,,55.556,,94.146,,143.208,,,,,,,
n,,0.485,,0.706,,0.697,,,,,,,,
,,,,,,,,,,,,,,,
集雨面積,8.003,Km2,主流長度,4.395,Km,坡度i,0.0484,,,,,,,
,,,,,,,,,,,,,,,
小流域洪水計(jì)算(推理公式法),,,,,,,,,,,,,,
名稱,符號(hào),單位,數(shù)值,,,,,,,,,,,
年最大24h降雨均值,H24均,mm,108.000,,,,,,,,,,,
變差系數(shù),CV,,0.510,,,,,,,,,,,
偏態(tài)系數(shù),CS,,3.500,5年一遇,10年一遇,20年一遇,50年一遇,,,,,,,
暴雨衰減指數(shù),n,,0.697,0.697,0.697,0.697,0.697,,,,,,,
穩(wěn)滲,μ,mm/h,2.000,1,1,1,1,,,,,,,
流域面積,F,km2,8.00,8.00,8.00,8.00,8.003,,,,,,,
河道主流長度,L,km,4.40,4.40,4.40,4.40,4.395,,,,,,,
河道平均坡降,J,,0.0484,0.0484,0.0484,0.0484,0.0484,,,,,,,
下墊面類型,,,3.000,3,3,3,3,,,,,,,
設(shè)計(jì)頻率,P,,2%,20%,10%,5%,2%,,,,,,,
設(shè)計(jì)洪峰流量,Q,m3/s,190.133,84.01026106,111.2107468,138.9109247,176.9932643,,,,,,,
年最大24h降雨量設(shè)計(jì)值,H24P,mm,179.388,143.208,179.388,214.704,261.360,,,,,,,
設(shè)計(jì)雨力,SP,mm/h,68.576,54.745,68.576,82.077,99.912,,,,,,,
產(chǎn)流時(shí)間,tc,h,28.626,55.992,77.338,100.069,132.663,,,,,,,
計(jì)算系數(shù),θ,,12.060,12.060,12.060,12.060,12.060,,,,,,,
匯流參數(shù),m,,0.770,0.675,0.675,0.675,0.675,,,,,,,
匯流時(shí)間,τ,h,1.173,1.641,1.530,1.447,1.362,,,,,,,
判別條件,ΔQ=0,m3/s,58.089,0.000,0.000,0.000,0.000,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
地點(diǎn),集雨面積,主流河長(M),河道比降,參數(shù),50年一遇,20年一遇,10年一遇,5年一遇,,,,,,
,,,,,,,,,,,,,,,
梅岐鄉(xiāng)堤防,8.00,4.40,0.05,設(shè)計(jì)洪峰流量Q(m3/s),176.9932643,138.9109247,111.2107468,84.01026106,,,,,,
,,,,洪峰模數(shù)(m3/s/km2),22.12,17.36,13.90,10.50,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
植被較好,m=0.3θ^0.154,,,,,,,,,,,,,
P,H1,"n0.17,1","n1,6",假定Q,試算Q,平均Q,θ,m,V,τ,"xt,p",Sp,i,洪峰模數(shù)
100,102.77,0.391,0.644,64.35,120.94,92.64285538,12.05990145,0.44019813,0.454360378,2.689076909,146.1706479,102.77,54.35718385,11.576
50,92.45,0.405,0.654,71.47,109.56,90.51412771,12.05990145,0.44019813,0.46643836,2.619445794,128.9902578,92.45,49.24333924,11.310
20,78.131,0.431,0.670,56.71,87.72,72.21684334,12.05990145,0.44019813,0.440228572,2.77539914,109.4320945,78.131,39.42931773,9.024
10,67.08,0.454,0.685,38.65,69.44,54.04700329,12.05990145,0.44019813,0.399991432,3.054590429,95.34329206,67.08,31.21311818,6.753
5,55.556,0.485,0.706,30.75,53.99,42.36955006,12.05990145,0.44019813,0.377767502,3.234290917,78.48516165,55.556,24.26657454,5.294
植被不好,m=0.6θ^0.1,,,,,V=m*J^1/3*Q^1/4,,,τ=0.278L/V,,,,,
P,H1,"n0.17,1","n1,6",假定Q,試算Q,平均Q,θ,m,V,τ,"xt,p",Sp,i,洪峰模數(shù)
100,102.77,0.391,0.644,106.69,162.08,134.3868513,1.205990145,0.611343961,0.716030753,1.706365256,124.3121954,102.77,72.8520432,16.792
50,92.45,0.405,0.654,94.97,142.28,118.6238881,1.205990145,0.611343961,0.695500356,1.756735263,112.3429373,92.45,63.94983906,14.822
20,78.131,0.431,0.670,79.49,115.67,97.58238288,1.205990145,0.611343961,0.665240791,1.836643238,95.49174293,78.131,51.99253777,12.193
10,67.08,0.454,0.685,67.42
溫馨提示
- 1. 本站所有資源如無特殊說明,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)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 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
- 2025年度5G基站PCB板采購與優(yōu)化服務(wù)合同3篇
- 二零二五年度發(fā)票領(lǐng)用與保管規(guī)范合作協(xié)議3篇
- 2024年飛機(jī)多場景租賃合同條款
- 2024年高科技研發(fā)項(xiàng)目聘用合同范本3篇
- 2024年高品質(zhì)家禽采購合同版
- 二零二五年度化妝品供應(yīng)商質(zhì)量標(biāo)準(zhǔn)與消費(fèi)者權(quán)益保護(hù)協(xié)議3篇
- 2025版瓷磚材料供應(yīng)鏈金融服務(wù)合同
- 2024幼兒園教師學(xué)生個(gè)性發(fā)展與教育引導(dǎo)合同3篇
- 2024年版國際海上貨物運(yùn)送合同范本一
- 2025版模具實(shí)訓(xùn)室設(shè)備采購與安全操作規(guī)范合同3篇
- 2024年全國統(tǒng)一高考英語試卷(新課標(biāo)Ⅰ卷)含答案
- 中國音樂史與名作賞析智慧樹知到期末考試答案章節(jié)答案2024年山東師范大學(xué)
- 核醫(yī)學(xué)科PDCA案例
- T∕ACSC 01-2022 輔助生殖醫(yī)學(xué)中心建設(shè)標(biāo)準(zhǔn)(高清最新版)
- 新版【處置卡圖集】施工類各崗位應(yīng)急處置卡(20頁)
- 管廊維護(hù)與運(yùn)營績效考核評(píng)分表
- 鋼制三通加工工藝流程介紹
- 移交涉密載體簽收單(模板)
- 機(jī)動(dòng)車檢測站內(nèi)部管理制度.doc
- 尾礦庫施工組織設(shè)計(jì)
- 投標(biāo)文件封標(biāo)用封面、密封條11
評(píng)論
0/150
提交評(píng)論