芒果视频下载

網站分類
登錄 |    
納子峽水電站-水庫
0 票數:0 #水庫#
納子峽水電站位于大通河流域上游,是大通河流域水利水電梯級規劃中的第4座水電站,上接海浪溝水電站,下游為石頭峽水電站,工程總庫容為7.33億立方米,最大壩高121.5米,屬二等大(2)型工程。電站裝機總容量87兆瓦(3×29兆瓦),水頭范圍100.47~113.50米,額定水頭103米,保證出力16.6兆瓦,年平均發電量3.106億 千瓦·時。工程開發方式為混合式,由樞紐區、引水發電系統及地面式發電廠區等組成。是一個適合休閑觀光、垂釣的好去處。
  • 所在地/隸屬: 青海省海北藏族自(zi)治(zhi)州門(men)源回族自(zi)治(zhi)縣
附近有 1 個景點: 門源古城(0km)   
詳細(xi)介紹 PROFILE +

概況

納子(zi)峽水(shui)電站工(gong)(gong)(gong)(gong)程(cheng)是(shi)青海(hai)(hai)省(sheng)重點工(gong)(gong)(gong)(gong)程(cheng),位(wei)于門(men)源回族自治(zhi)縣蘇吉灘(tan)鄉與祁連縣默勒鎮的交界處。2009年9月15日(ri),青海(hai)(hai)黃(huang)河(he)中型水(shui)電開(kai)(kai)發公司在納子(zi)峽水(shui)電站工(gong)(gong)(gong)(gong)地現(xian)場(chang)舉行隆重的開(kai)(kai)工(gong)(gong)(gong)(gong)儀(yi)式(shi)(shi)。參加開(kai)(kai)工(gong)(gong)(gong)(gong)儀(yi)式(shi)(shi)的有青海(hai)(hai)省(sheng)政府、省(sheng)發改委、省(sheng)水(shui)利廳、海(hai)(hai)北州政府、祁連縣政府、門(men)源縣政府等有關部門(men)和(he)黃(huang)河(he)上游水(shui)電公司的領導和(he)專家。應業主(zhu)邀(yao)請,該院(yuan)副(fu)院(yuan)長馬明(ming)、副(fu)總工(gong)(gong)(gong)(gong)師(shi)梁宗(zong)仁出席了開(kai)(kai)工(gong)(gong)(gong)(gong)儀(yi)式(shi)(shi)。該項目(mu)的開(kai)(kai)工(gong)(gong)(gong)(gong)建設,標志者該院(yuan)在大通河(he)流域設計的最高的面板堆(dui)石壩工(gong)(gong)(gong)(gong)程(cheng)的正式(shi)(shi)實施,體(ti)現(xian)了該院(yuan)在面板堆(dui)石壩領域的設計實力。

2011年9月6日,隨著納子峽水(shui)電站基(ji)坑基(ji)礎面的(de)清(qing)理完(wan)畢,中(zhong)國水(shui)電四局(ju)第一(yi)分局(ju)納子峽項目部(bu)開始對主壩進(jin)行填筑實(shi)驗。

工程

工(gong)程(cheng)主要建(jian)筑(zhu)物由混(hun)凝土面板堆(dui)石(shi)壩(ba)、右岸溢洪(hong)(hong)道、左(zuo)岸放空泄(xie)洪(hong)(hong)洞、左(zuo)岸引水(shui)發(fa)電(dian)洞、發(fa)電(dian)廠(chang)房(fang)、升壓站組成(cheng)。工(gong)程(cheng)規模為(wei)(wei)二等大(2)型(xing),大壩(ba)為(wei)(wei)1級建(jian)筑(zhu)物,泄(xie)水(shui)建(jian)筑(zhu)物、引水(shui)發(fa)電(dian)洞及廠(chang)房(fang)均為(wei)(wei)2級筑(zhu)物。大壩(ba)、泄(xie)水(shui)、發(fa)電(dian)引水(shui)建(jian)筑(zhu)物按500年一(yi)遇(yu)(yu)洪(hong)(hong)水(shui)設計,5000年一(yi)遇(yu)(yu)洪(hong)(hong)水(shui)校核(he),洪(hong)(hong)峰流(liu)量分別為(wei)(wei)1810立(li)方米/秒(miao)(miao)和(he)(he)2340立(li)方米/秒(miao)(miao);廠(chang)房(fang)按100年一(yi)遇(yu)(yu)洪(hong)(hong)水(shui)設計,500年一(yi)遇(yu)(yu)洪(hong)(hong)水(shui)校核(he),洪(hong)(hong)峰流(liu)量分別為(wei)(wei)1440立(li)方米/秒(miao)(miao)和(he)(he)1810立(li)方米/秒(miao)(miao);泄(xie)水(shui)建(jian)筑(zhu)物消能(neng)防沖(chong)按50年一(yi)遇(yu)(yu)設計,洪(hong)(hong)峰流(liu)量為(wei)(wei)1270立(li)方米/秒(miao)(miao)。

納子峽水(shui)電站施(shi)工采用圍堰一次斷流,導(dao)流洞過(guo)水(shui)的導(dao)流方(fang)式;汛期(qi)由(you)壩體壩體擋(dang)水(shui)、左岸導(dao)流洞過(guo)水(shui);水(shui)庫初期(qi)蓄水(shui)后(hou)至工程竣工前(qian),選用壩體擋(dang)水(shui)、永(yong)久泄水(shui)建筑物(wu)過(guo)水(shui)的導(dao)流方(fang)式。

根據規范確定導流(liu)設(she)計洪(hong)(hong)(hong)水(shui)標準(zhun)(zhun)為10年(nian)一(yi)遇,相(xiang)應洪(hong)(hong)(hong)峰(feng)流(liu)量為877立方(fang)米(mi)/秒(miao)。施工期壩體(ti)攔(lan)洪(hong)(hong)(hong)渡汛標準(zhun)(zhun)為50年(nian)一(yi)遇設(she)計,相(xiang)應最大洪(hong)(hong)(hong)峰(feng)流(liu)量1300立方(fang)米(mi)/秒(miao)。導流(liu)泄(xie)(xie)水(shui)建(jian)(jian)筑物(wu)封堵期間(jian)及(ji)竣工前,永久(jiu)泄(xie)(xie)洪(hong)(hong)(hong)建(jian)(jian)筑物(wu)尚未具(ju)備設(she)計泄(xie)(xie)洪(hong)(hong)(hong)能力,壩體(ti)攔(lan)洪(hong)(hong)(hong)標準(zhun)(zhun)為200年(nian)一(yi)遇洪(hong)(hong)(hong)水(shui)標準(zhun)(zhun),最大洪(hong)(hong)(hong)峰(feng)流(liu)量1650立方(fang)米(mi)/秒(miao)。

混凝土(tu)面(mian)(mian)(mian)(mian)板(ban)堆石壩(ba)(ba)(ba)(ba)(ba)壩(ba)(ba)(ba)(ba)(ba)軸線方位為SE145°,壩(ba)(ba)(ba)(ba)(ba)頂(ding)(ding)(ding)長度(du)(du)為408.3米(mi)(mi)(mi)(mi)(mi),壩(ba)(ba)(ba)(ba)(ba)頂(ding)(ding)(ding)寬度(du)(du)為10.0米(mi)(mi)(mi)(mi)(mi),最(zui)大壩(ba)(ba)(ba)(ba)(ba)高121.5米(mi)(mi)(mi)(mi)(mi),上游(you)坡1:1.55,下游(you)壩(ba)(ba)(ba)(ba)(ba)坡1:1.5,設置(zhi)三層寬3米(mi)(mi)(mi)(mi)(mi)的馬道,綜合坡比為1:1.58。壩(ba)(ba)(ba)(ba)(ba)頂(ding)(ding)(ding)設有高度(du)(du)為3.3米(mi)(mi)(mi)(mi)(mi)的放(fang)浪(lang)墻(qiang)與面(mian)(mian)(mian)(mian)板(ban)相接,壩(ba)(ba)(ba)(ba)(ba)頂(ding)(ding)(ding)高程3204.6米(mi)(mi)(mi)(mi)(mi),防浪(lang)墻(qiang)頂(ding)(ding)(ding)高程3205.8米(mi)(mi)(mi)(mi)(mi)。面(mian)(mian)(mian)(mian)板(ban)頂(ding)(ding)(ding)端厚度(du)(du)0.3米(mi)(mi)(mi)(mi)(mi),底部最(zui)大厚度(du)(du)0.65米(mi)(mi)(mi)(mi)(mi),為不等厚面(mian)(mian)(mian)(mian)板(ban),面(mian)(mian)(mian)(mian)板(ban)間(jian)設垂直縫(feng);面(mian)(mian)(mian)(mian)板(ban)與趾板(ban)間(jian)設周邊縫(feng);壩(ba)(ba)(ba)(ba)(ba)頂(ding)(ding)(ding)防浪(lang)墻(qiang)與面(mian)(mian)(mian)(mian)板(ban)間(jian)設伸(shen)縮縫(feng)。壩(ba)(ba)(ba)(ba)(ba)體從上游(you)到下游(you)依次(ci)分區為蓋(gai)重區、混凝土(tu)面(mian)(mian)(mian)(mian)板(ban)、墊層區、砂礫料3B1區、保護料區、排水(shui)區、砂礫料3B2區及下游(you)堆石區、護坡。壩(ba)(ba)(ba)(ba)(ba)體填筑總量532.7957萬立方米(mi)(mi)(mi)(mi)(mi)。

泄(xie)洪(hong)洞(導流洞)布置(zhi)(zhi)于(yu)(yu)左岸(an),軸(zhou)(zhou)線(xian)角度為SW249°,與壩軸(zhou)(zhou)線(xian)的夾角為76°;左岸(an)上(shang)游設電站(zhan)直立式岸(an)塔進(jin)水口,進(jin)水口右端與泄(xie)洪(hong)洞進(jin)口相鄰布置(zhi)(zhi);溢洪(hong)道布置(zhi)(zhi)于(yu)(yu)右岸(an),軸(zhou)(zhou)線(xian)為SW205°。

溢洪(hong)(hong)道布置于右岸,進口(kou)(kou)堰頂(ding)(ding)高(gao)程3194.6米(mi)(mi)(mi)(mi)(mi),閘室(shi)設計3孔弧形(xing)閘門,孔口(kou)(kou)尺(chi)寸(cun)為8×10米(mi)(mi)(mi)(mi)(mi),泄(xie)槽寬度12.0米(mi)(mi)(mi)(mi)(mi)。出口(kou)(kou)高(gao)程3119.09米(mi)(mi)(mi)(mi)(mi),挑(tiao)(tiao)流(liu)鼻坎高(gao)程3118.80米(mi)(mi)(mi)(mi)(mi),落差(cha)72.51米(mi)(mi)(mi)(mi)(mi),水(shui)平(ping)軸線(xian)全長450.52米(mi)(mi)(mi)(mi)(mi)。溢洪(hong)(hong)道控制(zhi)(zhi)閘室(shi)位于壩軸線(xian)處,上游(you)設置了(le)166.3米(mi)(mi)(mi)(mi)(mi)長的引(yin)水(shui)渠,渠底(di)高(gao)程為3191.6米(mi)(mi)(mi)(mi)(mi),閘頂(ding)(ding)高(gao)程3204.6米(mi)(mi)(mi)(mi)(mi),溢流(liu)堰頂(ding)(ding)高(gao)程為3194.1米(mi)(mi)(mi)(mi)(mi),泄(xie)槽段水(shui)平(ping)長215.9米(mi)(mi)(mi)(mi)(mi),縱坡分段分別為1/20和1/2,出口(kou)(kou)高(gao)程3119.09米(mi)(mi)(mi)(mi)(mi),挑(tiao)(tiao)流(liu)鼻坎高(gao)程3118.80米(mi)(mi)(mi)(mi)(mi),落差(cha)72.51米(mi)(mi)(mi)(mi)(mi),水(shui)平(ping)軸線(xian)全長450.52米(mi)(mi)(mi)(mi)(mi)。溢洪(hong)(hong)道最(zui)大泄(xie)量1066立方米(mi)(mi)(mi)(mi)(mi)/秒(miao),最(zui)大流(liu)速為35.73米(mi)(mi)(mi)(mi)(mi)/秒(miao)。3孔溢洪(hong)(hong)道各(ge)設1扇(shan)表孔工作閘門,采用3臺后(hou)拉式(shi)液壓啟閉機控制(zhi)(zhi)3孔閘門。

引(yin)水(shui)發電(dian)洞進(jin)(jin)(jin)水(shui)口(kou)布(bu)置在(zai)左壩肩上(shang)游,座(zuo)落在(zai)弱風(feng)化巖(yan)體上(shang),為(wei)(wei)(wei)岸塔式(shi)進(jin)(jin)(jin)水(shui)口(kou)。進(jin)(jin)(jin)水(shui)口(kou)底板高(gao)程(cheng)3176.0米(mi)(mi)(mi),進(jin)(jin)(jin)水(shui)口(kou)順水(shui)流方(fang)向(xiang)總長21米(mi)(mi)(mi),閘(zha)(zha)室(shi)頂部高(gao)程(cheng)3204.6米(mi)(mi)(mi),布(bu)置與大(da)開挖后的深(shen)槽中。進(jin)(jin)(jin)水(shui)口(kou)分為(wei)(wei)(wei)攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha)段和閘(zha)(zha)門(men)段,閘(zha)(zha)室(shi)兩(liang)側(ce)及后測與巖(yan)石開挖坡面之(zhi)間(jian)填筑混凝(ning)土,使(shi)閘(zha)(zha)室(shi)大(da)部分鑲嵌(qian)在(zai)巖(yan)石中。引(yin)水(shui)進(jin)(jin)(jin)水(shui)口(kou)建(jian)筑物(wu)后接壓力(li)隧洞,出口(kou)與水(shui)輪機組相接。進(jin)(jin)(jin)水(shui)口(kou)設1扇事故檢修(xiu)閘(zha)(zha)門(men),在(zai)事故檢修(xiu)閘(zha)(zha)門(men)前設一孔(kong)(kong)2道(dao)主(zhu)、副(fu)(fu)攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha)攔(lan)(lan)截河水(shui)中污(wu)(wu)(wu)物(wu),防止污(wu)(wu)(wu)物(wu)進(jin)(jin)(jin)入(ru)發電(dian)洞損壞(huai)水(shui)輪機,確(que)保電(dian)站(zhan)正常發電(dian)。主(zhu)、副(fu)(fu)攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha)上(shang)的污(wu)(wu)(wu)物(wu)采用人工清污(wu)(wu)(wu)。主(zhu)、副(fu)(fu)攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha)、事故檢修(xiu)門(men)底板高(gao)程(cheng)均(jun)(jun)(jun)為(wei)(wei)(wei)3176.00米(mi)(mi)(mi),墩頂高(gao)程(cheng)均(jun)(jun)(jun)為(wei)(wei)(wei)3204.60米(mi)(mi)(mi)。事故檢修(xiu)閘(zha)(zha)門(men)為(wei)(wei)(wei)平板滑動鋼閘(zha)(zha)門(men),孔(kong)(kong)口(kou)尺寸(寬×高(gao)) 6 米(mi)(mi)(mi)×6 米(mi)(mi)(mi),事故檢修(xiu)閘(zha)(zha)門(men)啟(qi)(qi)閉(bi)(bi)(bi)機選(xuan)用1臺1250KN -30m固(gu)(gu)定(ding)卷揚式(shi)啟(qi)(qi)閉(bi)(bi)(bi)機操作。進(jin)(jin)(jin)水(shui)口(kou)設二道(dao)二孔(kong)(kong)主(zhu)、副(fu)(fu)攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha),攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha)均(jun)(jun)(jun)為(wei)(wei)(wei)潛(qian)孔(kong)(kong)式(shi)滑動支承攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha),主(zhu)、副(fu)(fu)攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha)孔(kong)(kong)口(kou)尺寸均(jun)(jun)(jun)為(wei)(wei)(wei)(寬×高(gao))8 米(mi)(mi)(mi)×14 米(mi)(mi)(mi) ,主(zhu)、副(fu)(fu)攔(lan)(lan)污(wu)(wu)(wu)柵(zha)(zha)啟(qi)(qi)閉(bi)(bi)(bi)機均(jun)(jun)(jun)設在(zai)進(jin)(jin)(jin)水(shui)口(kou)高(gao)程(cheng)為(wei)(wei)(wei)3224.60米(mi)(mi)(mi)的啟(qi)(qi)閉(bi)(bi)(bi)機平臺上(shang),主(zhu)柵(zha)(zha)選(xuan)用2×800KN--30m固(gu)(gu)定(ding)卷揚式(shi)啟(qi)(qi)閉(bi)(bi)(bi)機,副(fu)(fu)柵(zha)(zha)選(xuan)用2×630KN--30m固(gu)(gu)定(ding)卷揚式(shi)啟(qi)(qi)閉(bi)(bi)(bi)機,啟(qi)(qi)閉(bi)(bi)(bi)機房(fang)頂部設2臺50KN的電(dian)動葫(hu)蘆以供(gong)啟(qi)(qi)閉(bi)(bi)(bi)機檢修(xiu)時(shi)使(shi)用。

引水發(fa)電隧(sui)洞(dong)首(shou)端為(wei)(wei)12.0米(mi)(mi)(mi)(mi)(mi)(mi)(mi)長的漸變段(duan)(duan),由(you)(you)6.0米(mi)(mi)(mi)(mi)(mi)(mi)(mi)×6.0米(mi)(mi)(mi)(mi)(mi)(mi)(mi)的矩形(xing)漸變為(wei)(wei)直徑6.0米(mi)(mi)(mi)(mi)(mi)(mi)(mi)的圓(yuan)形(xing),隧(sui)洞(dong)軸(zhou)線方向為(wei)(wei)NE54°,樁(zhuang)號(hao)0+021.00~0+257.57段(duan)(duan)為(wei)(wei)上平(ping)段(duan)(duan),底(di)板高(gao)程以i=4%坡(po)(po)(po)降由(you)(you)3176.00米(mi)(mi)(mi)(mi)(mi)(mi)(mi)降至3166.54米(mi)(mi)(mi)(mi)(mi)(mi)(mi),上平(ping)段(duan)(duan)長度為(wei)(wei)236.57米(mi)(mi)(mi)(mi)(mi)(mi)(mi)。上平(ping)段(duan)(duan)后由(you)(you)轉(zhuan)(zhuan)彎(wan)(wan)半(ban)徑R=18.0米(mi)(mi)(mi)(mi)(mi)(mi)(mi)、轉(zhuan)(zhuan)彎(wan)(wan)角θ=87.71°的上彎(wan)(wan)段(duan)(duan)轉(zhuan)(zhuan)入豎(shu)井(jing)段(duan)(duan),豎(shu)井(jing)段(duan)(duan)總高(gao)度38.77米(mi)(mi)(mi)(mi)(mi)(mi)(mi)。豎(shu)井(jing)段(duan)(duan)后緊接著進入轉(zhuan)(zhuan)彎(wan)(wan)半(ban)徑R=18.0米(mi)(mi)(mi)(mi)(mi)(mi)(mi)、轉(zhuan)(zhuan)彎(wan)(wan)角θ=87.71°的下(xia)彎(wan)(wan)段(duan)(duan),最后為(wei)(wei)下(xia)平(ping)段(duan)(duan)。下(xia)平(ping)段(duan)(duan)樁(zhuang)號(hao)0+292.13~0+442.15,底(di)板高(gao)程以i=4%坡(po)(po)(po)降由(you)(you)3091.79米(mi)(mi)(mi)(mi)(mi)(mi)(mi)降至3088.79米(mi)(mi)(mi)(mi)(mi)(mi)(mi),下(xia)平(ping)段(duan)(duan)長度為(wei)(wei)150.02米(mi)(mi)(mi)(mi)(mi)(mi)(mi)。0+442.15~0+454.15段(duan)(duan)為(wei)(wei)長度12米(mi)(mi)(mi)(mi)(mi)(mi)(mi)的漸變段(duan)(duan),底(di)板高(gao)程以i=4%坡(po)(po)(po)降由(you)(you)3088.79米(mi)(mi)(mi)(mi)(mi)(mi)(mi)降至3188.31米(mi)(mi)(mi)(mi)(mi)(mi)(mi),其后為(wei)(wei)142.64米(mi)(mi)(mi)(mi)(mi)(mi)(mi)的壓力鋼(gang)管(guan)埋(mai)管(guan)段(duan)(duan),樁(zhuang)號(hao)0+454.15~0+596.79,底(di)板高(gao)程以i=4%坡(po)(po)(po)降由(you)(you)3188.31米(mi)(mi)(mi)(mi)(mi)(mi)(mi)降至3082.60米(mi)(mi)(mi)(mi)(mi)(mi)(mi)。0+596.79~0+621.79段(duan)(duan)為(wei)(wei)長度25米(mi)(mi)(mi)(mi)(mi)(mi)(mi)的明管(guan)段(duan)(duan)段(duan)(duan),0+621.79~0+670.04段(duan)(duan)為(wei)(wei)長度48.25米(mi)(mi)(mi)(mi)(mi)(mi)(mi)的叉管(guan)段(duan)(duan)。

引水發(fa)電洞圍巖分類及建筑物特(te)性見(jian)表1.1.2-4。

電站

電(dian)站廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)布(bu)(bu)置(zhi)在壩址下游(you)約(yue)400米(mi)(mi)處(chu)左(zuo)岸(an),廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)座落在巖石基(ji)礎上,尾(wei)(wei)水(shui)渠座落在河灘砂(sha)卵礫石層上。安裝(zhuang)(zhuang)間(jian)緊鄰主(zhu)廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)機組段左(zuo)側(ce)布(bu)(bu)置(zhi),主(zhu)廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)上游(you)側(ce)布(bu)(bu)置(zhi)副(fu)廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang),副(fu)廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)上游(you)側(ce)布(bu)(bu)置(zhi)戶外式升(sheng)壓站。主(zhu)廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)總(zong)(zong)(zong)長(chang)(chang)37.75米(mi)(mi),安裝(zhuang)(zhuang)間(jian)總(zong)(zong)(zong)長(chang)(chang)16.0米(mi)(mi)。廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)順水(shui)流向寬(kuan)度(du)19.0米(mi)(mi),總(zong)(zong)(zong)高(gao)(gao)33.9米(mi)(mi)。副(fu)廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)總(zong)(zong)(zong)長(chang)(chang)為(wei)53.8米(mi)(mi), 寬(kuan)度(du)為(wei)12.2米(mi)(mi),分為(wei)兩層,地面(mian)以上及以下各一層。尾(wei)(wei)水(shui)平臺(tai)與(yu)發電(dian)機層同高(gao)(gao)程,寬(kuan)度(du)5.7米(mi)(mi),主(zhu)要布(bu)(bu)置(zhi)有(you)(you)尾(wei)(wei)水(shui)門啟閉設備(bei)。安裝(zhuang)(zhuang)間(jian)布(bu)(bu)置(zhi)在主(zhu)廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)左(zuo)側(ce),與(yu)進場公路(lu)相接。主(zhu)廠(chang)(chang)(chang)(chang)(chang)房(fang)(fang)(fang)(fang)(fang)內布(bu)(bu)置(zhi)有(you)(you)3臺(tai)單機容量為(wei)29兆瓦的水(shui)輪發電(dian)機組,總(zong)(zong)(zong)裝(zhuang)(zhuang)機容量為(wei)87兆瓦。布(bu)(bu)置(zhi)有(you)(you)1臺(tai)125/32t -16.0m橋機。

引水發(fa)電(dian)(dian)工(gong)程由中(zhong)國水電(dian)(dian)十五局承建(jian)。

本百科詞條由網站注冊用戶【 給生活一把琴 】編輯上傳提供,詞條屬于開放詞條,當前頁面所展示的詞條介紹涉及宣傳內容屬于注冊用戶個人編輯行為,與【納子峽水電站-水庫】的所屬企業/所有人/主體無關,網站不完全保證內容信息的準確性、真實性,也不代表本站立場,各項數據信息存在更新不及時的情況,僅供參考,請以官方發布為準。如果頁面內容與實際情況不符,可點擊“反饋”在線向網站提出修改,網站將核實后進行更正。 反饋
發表評論
您還未登錄,依《網絡安全法》相關要求,請您登錄賬戶后再提交發布信息。點擊登錄>>如您還未注冊,可,感謝您的理解及支持!
最新評論
暫無評論
網站提醒和聲明
本站為注冊用(yong)戶提(ti)供信息存儲空間服務,非“MAIGOO編輯上(shang)(shang)傳提(ti)供”的文章(zhang)/文字均是注冊用(yong)戶自主發布上(shang)(shang)傳,不(bu)(bu)代(dai)表本站觀(guan)點,更不(bu)(bu)表示(shi)本站支持購買和交易(yi),本站對網頁中內容的合法性(xing)、準確性(xing)、真實性(xing)、適(shi)用(yong)性(xing)、安全性(xing)等概(gai)不(bu)(bu)負責。版權歸原作(zuo)者所有(you)(you),如有(you)(you)侵權、虛(xu)假信息、錯誤信息或任何問題,請(qing)及時聯系(xi)我們,我們將在第一時間刪(shan)除或更正。 申請刪除>> 糾錯>> 投訴侵權>>
提交說明: 查看提交幫助>> 注冊登錄>>
頁面相關分類
熱門模塊
已有4077957個品牌入駐 更新519044個招商信息 已發布1588828個代理需求 已有1352037條品牌點贊