樞紐工程(cheng)由大(da)(da)壩(ba)(ba)(ba)、副壩(ba)(ba)(ba)(原(yuan)非常溢(yi)洪(hong)(hong)(hong)道)、溢(yi)洪(hong)(hong)(hong)道、南、北(bei)灌溉(gai)輸水(shui)管(guan)(guan)、電(dian)站(zhan)等建筑(zhu)(zhu)物(wu)組(zu)成(cheng)。大(da)(da)壩(ba)(ba)(ba)系碾壓式均(jun)(jun)質土(tu)壩(ba)(ba)(ba),最大(da)(da)壩(ba)(ba)(ba)高35.3米(mi),壩(ba)(ba)(ba)頂(ding)高程(cheng)88米(mi),壩(ba)(ba)(ba)頂(ding)長(chang)450米(mi);副壩(ba)(ba)(ba)(原(yuan)非常溢(yi)洪(hong)(hong)(hong)道)位(wei)于大(da)(da)壩(ba)(ba)(ba)左端,圍漿砌石堰(yan)(yan),堰(yan)(yan)頂(ding)高程(cheng)78米(mi),溢(yi)流(liu)長(chang)度(du)50米(mi),堰(yan)(yan)體(ti)上(shang)填筑(zhu)(zhu)的(de)(de)是松散坡積(ji)土(tu),斷(duan)面單(dan)薄,不到(dao)自破水(shui)位(wei)(1000年一遇洪(hong)(hong)(hong)水(shui)位(wei))就有自潰(kui)的(de)(de)危(wei)險,加固設計中已(yi)建議改成(cheng)副壩(ba)(ba)(ba);溢(yi)洪(hong)(hong)(hong)道布置(zhi)在大(da)(da)壩(ba)(ba)(ba)左側,為寬頂(ding)堰(yan)(yan)型,堰(yan)(yan)頂(ding)高程(cheng)80米(mi),溢(yi)流(liu)長(chang)度(du)64米(mi),其(qi)上(shang)布置(zhi)8孔7.1×3米(mi)(寬×高)的(de)(de)平板鋼閘門(men);南涵管(guan)(guan)位(wei)于大(da)(da)壩(ba)(ba)(ba)右(you)端,為發電(dian)、灌溉(gai)輸水(shui)管(guan)(guan),系深埋式鋼筋混凝土(tu)壓力圓管(guan)(guan),內徑2.4米(mi),后分發電(dian)和灌溉(gai)兩(liang)條(tiao)支管(guan)(guan), 其(qi)過流(liu)量(liang)分別為28.5和18秒立米(mi);北(bei)涵灌溉(gai)輸水(shui)管(guan)(guan)布置(zhi)在副壩(ba)(ba)(ba)底部,為鋼筋混凝土(tu)無壓圓管(guan)(guan),直徑2米(mi),長(chang)75米(mi),設計引用流(liu)量(liang)12秒立米(mi);電(dian)站(zhan)為壩(ba)(ba)(ba)后式,裝機(ji)3臺1360千瓦機(ji)組(zu),多年平均(jun)(jun)發電(dian)量(liang)915萬(wan)千瓦小時。