農(nóng)水課設(shè)零碎文件農(nóng)溝間距計(jì)算_第1頁
農(nóng)水課設(shè)零碎文件農(nóng)溝間距計(jì)算_第2頁
農(nóng)水課設(shè)零碎文件農(nóng)溝間距計(jì)算_第3頁
農(nóng)水課設(shè)零碎文件農(nóng)溝間距計(jì)算_第4頁
免費(fèi)預(yù)覽已結(jié)束,剩余1頁可下載查看

下載本文檔

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(jiǎn)介

1、農(nóng)溝間距的計(jì)算蕾期以后:(1)農(nóng)溝溝深:農(nóng)溝的溝深計(jì)算公式:D=H+ h + SH作物要求的水埋深,這里取 H=1.2m。h當(dāng)兩溝之間的中心點(diǎn)水已降至H時(shí),水位與溝水位之差。這里取h= 0.25m。S排水農(nóng)溝中水深,排水時(shí),溝內(nèi)水深很淺,這里可以取平均值,S=0.15m。故:D=H +h + S=1.2+0.25+0.15=1.6m依據(jù)資料的:不透水層埋藏深為12.6m ;土層的滲透系數(shù) K=1.3 米/日;給=0.015;(2)計(jì)算農(nóng)溝的溝間距已知:排水時(shí)間 t = 7 d;h0=1.45-0.7=0.75mh1=1.45-1.2=0.25mH0=12.6-1.6+0.15=11.15mH=

2、H0+(h0+h1)/2=11.65m𝐿 = 𝜋𝐾𝐻𝑡/(𝜇 ln (40)=228.14根據(jù)公式m𝜋1𝛼 =1=0.7247911+8𝐻𝑙𝑛2𝐻𝜋𝐿𝜋𝑑𝐿𝑖 = 𝛼𝐿迭代過程如下:棉花蕾期以后𝐻1.350.111.651.370.0150.750.25228.1

3、40.40.724791194.226211.651.370.0150.750.25228.140.40.691559189.721311.651.370.0150.750.25228.140.40.686531189.030311.651.370.0150.750.25228.140.40.685745188.922111.651.370.0150.750.25228.140.40.685622188.905111.651.370.0150.750.25228.140.40.685602188.902411.651.370.0150.750.25228.140.40.685599188.90

4、211.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.9019故,L=188.9019m3.2.

5、1.2播種-幼苗時(shí)期:(1)農(nóng)溝溝深:農(nóng)溝的溝深計(jì)算公式:D=H+ h + SH作物要求的水埋深,這里取 H=0.7m。h當(dāng)兩溝只講的中心點(diǎn)水已降至H時(shí),水位與溝水位之差。這里取h= 0.25m。S排水農(nóng)溝中水深,排水時(shí),溝內(nèi)水深很淺,這里可以取平均值,S=0.15m。故: D=H + h + S=0.7+ 0.25 + 0.1511.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.6855991

6、88.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.

7、0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.901911.651.370.0150.750.25228.140.40.685599188.9019=1.1 m(2)計(jì)算農(nóng)溝的溝間距依據(jù)資料得:不透水層埋藏深為12.6m ;土層的滲透系數(shù) K=1.3 米/日;給=0.015;排水時(shí)間 t = 4d;h0=1.1-0.15 -0.4=0.55 mh1=1.1-0.15-0.7=0.25mD=0.4 mH0=12.6-1.1+0.15=11.65m𝐻=11.65+(0.55+0.25)/2=12.05 m根據(jù)公式 𝐿 = 𝜋𝐾𝐻𝑡/(𝜇 ln (40)=200 m𝜋1𝛼 =1=0.6881+8𝐻𝑙𝑛2

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(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。

評(píng)論

0/150

提交評(píng)論