【正文】 .............................................................................................................. 23 閘室總寬度 ......................................................................................................................... 23 閘底板厚度與順水流方向長度的設計 .............................................................................. 23 交通橋的設計 ..................................................................................................................... 24 工作橋的設計 ..................................................................................................................... 24 水閘的水利計算 ............................................................................................................................. 24 閘孔總凈寬 ......................................................................................................................... 24 消能、水躍計算 ................................................................................................................. 25 消力池的設計 ..................................................................................................................... 26 海漫的設計 ......................................................................................................................... 28 防滲與排水設計 ............................................................................................................................. 29 防滲、排水體的布置 ......................................................................................................... 29 滲流計算 ............................................................................................................................. 30 水利坡降線的修正 ............................................................................................................. 32 滲透變形的驗算 ................................................................................................................. 33 閘室的地基計算 ............................................................................................................................. 33 荷載計算 ............................................................................................................................. 33 驗算閘室的抗滑穩(wěn)定性 ..................................................................................................... 35 5 2﹟ 閘壩的設計 ....................................................................................................................................... 36 閘室總布置 ..................................................................................................................................... 36 閘門的設計 ......................................................................................................................... 36 閘墩的設計 ......................................................................................................................... 36 閘室總寬度 ......................................................................................................................... 36 閘底板厚度與順水流方向長度的設計 .............................................................................. 36 交通橋的設計 ..................................................................................................................... 36 工作橋的設計 ..................................................................................................................... 36 水利計算 ......................................................................................................................................... 37 閘孔總凈寬 ......................................................................................................................... 37 消能、水躍計算 .................................................................................................................. 37 消力池的設計 ...................................................................................................................... 38 海漫的設計 ......................................................................................................................... 39 防滲、排水設計 ............................................................................................................................. 40 防滲、排水體的布置 ......................................................................................................... 40 滲流計算 ............................................................................................................................. 40 水利坡降線的修正 ............................................................................................................. 41 滲透變形的驗算 ................................................................................................................. 42 閘室的地基計算 ............................................................................................................................. 42 荷載計算 ............................................................................................................................. 42 驗算閘室的抗滑穩(wěn)定性 ..................................................................................................... 43 6 跨河人行廊橋設計 .................................................................................................................................... 44 結論 ............................................................................................................................................................... 45 致 謝 ............................................................................................................................... 錯誤 !未定義書簽。 關鍵詞 巴音河，河道，治理 ,工程 BAYINHE (SECTION OF CENTER OF DELINGHA CITY) RIVERMANAGING PROJECT THE TOTAL INSTRUCTION OF DESIGN BaYinHe originated in the QiLian Mountains Gurban anggir. Total length is 326 km from east to west by the accumulation Gap, zelinggou to Heishishan Reservoir, DeLingHa run through urban areas, furthe