水利水電工程畢業(yè)設(shè)計

1、目 錄摘 要................................................ ................................................1前 言................................................ ................................................21 設(shè)計基本資料

2、 設(shè)計基本資料.......................................... ..........................................31.1 基本概況...............................................31.2 自然條件...............................................32 工程綜合說明 工程綜合

3、說明 .......................................... ..........................................82.1 工程等級及防洪標準 ......................................82.2 水庫特征水位 ............................................92.3 樞紐主要建筑物組成 ........

4、..............................93 水閘設(shè)計 水閘設(shè)計............................................. .............................................10 103.1 閘址、閘型選擇 .........................................103.2 閘孔尺寸及閘墩厚度擬定 ...........

5、......................113.3 閘底高程的確定 .........................................143.4 閘頂高程的確定 .........................................143.5 水閘消能防沖設(shè)計.......................................153.6 閘室布置與構(gòu)造......................

6、...................273.7 閘室穩(wěn)定計算 ...........................................343.8 閘室防滲排水設(shè)計.......................................433.9 上下游連接建筑物設(shè)計...................................494 兩岸擋水壩段設(shè)計 兩岸擋水壩段設(shè)計....................

7、................. .....................................50 504.1 剖面設(shè)計原則...........................................504.2 基本剖面擬定...........................................504.3 實用坡面的設(shè)計.......................................

8、..514.4 各項荷載的計算（單位長度）.............................535 基礎(chǔ)及庫岸邊坡處理 基礎(chǔ)及庫岸邊坡處理 ................................... ...................................57 575.1 連接壩頂?shù)牡鼗幚?....................................575.2 水閘基礎(chǔ)加固處理 .....

9、..................................595.3 庫岸邊坡處理...........................................592摘 要本設(shè)計結(jié)合興馬電站基本資料，采用岸邊引水式方案進行首部樞紐初步設(shè)計，主要內(nèi)容包括首部樞紐建筑物的布置、水閘設(shè)計、引水和發(fā)電建筑設(shè)計、兩岸擋水壩段設(shè)計、基礎(chǔ)及庫岸邊坡處理。本設(shè)計參照相關(guān)規(guī)范和書籍資料重點進行擋泄水建筑物設(shè)計，首先根據(jù)設(shè)計資料確

10、定閘壩及建筑物等級，由地質(zhì)資料確定壩址，進行水利樞紐工程的總體布置；然后進行水閘設(shè)計，確定水閘等別、閘壩高程，進行閘孔設(shè)計、閘室布置及穩(wěn)定計算、消能防沖設(shè)計、防滲排水設(shè)計、兩岸連接物的設(shè)置等；接著對引水和廠房進行了簡要設(shè)計，然后對兩岸擋水壩段進行設(shè)計，采用重力式方案確定擋水壩段剖面尺寸，并進行穩(wěn)定驗算；最后對基礎(chǔ)及邊坡防護進行簡要的說明。關(guān)鍵詞 關(guān)鍵詞：興馬電站；首部樞紐；河床式廠房；水閘；擋水壩段AbstractThis design

11、 unifies the xinma power, using the shore basic data plan first hub diversion type, the main contents include the preliminary design of layout, first hub building design, water diversion and power generation locks archit

12、ectural design, the cross-strait block dam section design, foundation and library shore slope processing. This design related standards and reference books material with the focus on the building design, discharge water

13、retaining first according to determine the passage and building design information, the geological data to determine level of dam site, the overall arrangement of water conservancy hub project; Then, determine such damag

14、es to the gate design elevation, passage: don't, the sluice hole design, chamber arrangement and stability calculation and elimination of can prevent blunt design, anti-seepage and drainage design, cross-straits conn

15、ectives Settings etc; Then the water diversion and building a brief design, then sections of cross-strait block dam design, adopted a gravity type plan against dam section profile, and stability checking size; Finally ba