{"id":110,"date":"2021-05-04T14:44:55","date_gmt":"2021-05-04T14:44:55","guid":{"rendered":"http:\/\/localhost\/tangsibji\/?page_id=110"},"modified":"2021-05-25T04:02:51","modified_gmt":"2021-05-25T04:02:51","slug":"salient-features","status":"publish","type":"page","link":"https:\/\/thye.bt\/?page_id=110","title":{"rendered":"Salient Features"},"content":{"rendered":"\r\n
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SN<\/strong><\/th>\r\nComponent<\/strong><\/th>\r\nUnit<\/strong><\/th>\r\nParticulars<\/strong><\/th>\r\n<\/tr>\r\n<\/thead>\r\n
1<\/td>\r\nCatchment area till Dam<\/td>\r\nkm2<\/sup><\/td>\r\n373.0<\/td>\r\n<\/tr>\r\n
2<\/td>\r\nAverage annual flow volume<\/td>\r\nMCM<\/td>\r\n515.0<\/td>\r\n<\/tr>\r\n
3<\/td>\r\nRiver diversion flood<\/td>\r\nm3\/<\/sup>s<\/td>\r\n80<\/td>\r\n<\/tr>\r\n
4<\/td>\r\nDesign flood<\/td>\r\nm3<\/sup>\/s<\/td>\r\n2,400<\/td>\r\n<\/tr>\r\n
5<\/td>\r\nMWL\/FRL<\/td>\r\nmasl<\/td>\r\n2292.0<\/td>\r\n<\/tr>\r\n
6<\/td>\r\nRiver bed at Dam axis<\/td>\r\nmasl<\/td>\r\n2262.0<\/td>\r\n<\/tr>\r\n
7<\/td>\r\nGross reservoir storage<\/td>\r\nMCM<\/td>\r\n0.537<\/td>\r\n<\/tr>\r\n
8<\/td>\r\nLive reservoir storage<\/td>\r\nMCM<\/td>\r\n0.307<\/td>\r\n<\/tr>\r\n
9<\/td>\r\nSubmergence area by reservoir<\/td>\r\nkm2<\/sup><\/td>\r\n0.046<\/td>\r\n<\/tr>\r\n
10<\/td>\r\nLength of Dam at top<\/td>\r\nm<\/td>\r\n104.0<\/td>\r\n<\/tr>\r\n
11<\/td>\r\nMax height of Dam from deepest foundation<\/td>\r\nm<\/td>\r\n42.0<\/td>\r\n<\/tr>\r\n
12<\/td>\r\nNo. of Desilting Chambers<\/td>\r\nNos.<\/td>\r\n2<\/td>\r\n<\/tr>\r\n
13<\/td>\r\nLength of Head Race Tunnel (HRT)<\/td>\r\nm<\/td>\r\n11,998.50<\/td>\r\n<\/tr>\r\n
14<\/td>\r\nFinished diameter of HRT -circular<\/td>\r\nm<\/td>\r\n4.1<\/td>\r\n<\/tr>\r\n
15<\/td>\r\nDesign discharge<\/td>\r\nm3<\/sup>\/s<\/td>\r\n25.45<\/td>\r\n<\/tr>\r\n
16<\/td>\r\nNumber of construction Adits<\/td>\r\nNos<\/td>\r\n16<\/td>\r\n<\/tr>\r\n
17<\/td>\r\nCumulative length of Adits<\/td>\r\nm<\/td>\r\n5,481.60<\/td>\r\n<\/tr>\r\n
18<\/td>\r\nDiameter of Surge Shaft<\/td>\r\nm<\/td>\r\n10.50<\/td>\r\n<\/tr>\r\n
19<\/td>\r\nHeight of Surge Shaft<\/td>\r\nm<\/td>\r\n59<\/td>\r\n<\/tr>\r\n
20<\/td>\r\nLength of inclined Pressure Shaft<\/td>\r\nm<\/td>\r\n1,073<\/td>\r\n<\/tr>\r\n
21<\/td>\r\nInstalled capacity (2 x 59 MW)<\/td>\r\nMW<\/td>\r\n118<\/td>\r\n<\/tr>\r\n
22<\/td>\r\nGross Head (max)<\/td>\r\nm<\/td>\r\n536.25<\/td>\r\n<\/tr>\r\n
23<\/td>\r\nGross Head (min)<\/td>\r\nm<\/td>\r\n528.05<\/td>\r\n<\/tr>\r\n
24<\/td>\r\nWeighted average\/design Head<\/td>\r\nm<\/td>\r\n527.50<\/td>\r\n<\/tr>\r\n
25<\/td>\r\nRated Head<\/td>\r\nm<\/td>\r\n516.40<\/td>\r\n<\/tr>\r\n
26<\/td>\r\nDesign Energy in 90% Dependable Year<\/td>\r\nGWh<\/td>\r\n491.52<\/td>\r\n<\/tr>\r\n
27<\/td>\r\nEnergy in 50% Dependable Year<\/td>\r\nGWh<\/td>\r\n540.73<\/td>\r\n<\/tr>\r\n
28<\/td>\r\nAverage Plant Load Factor<\/td>\r\n%<\/td>\r\n48.81<\/td>\r\n<\/tr>\r\n
29<\/td>\r\nAdditional energy generation from MHEP in 90% Dependable Year<\/td>\r\nGWh<\/td>\r\n323.77<\/td>\r\n<\/tr>\r\n
30<\/td>\r\nSize of Power House<\/td>\r\nmxmxm<\/td>\r\n66.6×19.0x36.8<\/td>\r\n<\/tr>\r\n
31<\/td>\r\nSize of Transformer Cavern<\/td>\r\nmxmxm<\/td>\r\n61.0×14.0x27.1<\/td>\r\n<\/tr>\r\n
32<\/td>\r\nLength of Main Access Tunnel (MAT)<\/td>\r\nm<\/td>\r\n509<\/td>\r\n<\/tr>\r\n
33<\/td>\r\nSize of D shaped MAT<\/td>\r\nm<\/td>\r\n7<\/td>\r\n<\/tr>\r\n
34<\/td>\r\nLength of 5 m D shaped Cable cum Ventilation Tunnel (CVT)<\/td>\r\nm<\/td>\r\n615.66<\/td>\r\n<\/tr>\r\n
35<\/td>\r\nLength of 6 m x 4.25 m Modified D shaped Tail Race Tunnel (TRT<\/td>\r\nm<\/td>\r\n489.16<\/td>\r\n<\/tr>\r\n
36<\/td>\r\nBays of indoor GIS switchyard<\/td>\r\nNos.<\/td>\r\n5<\/td>\r\n<\/tr>\r\n
37<\/td>\r\nLength of 132 kV double circuit transmission line<\/td>\r\nKm<\/td>\r\n18.60<\/td>\r\n<\/tr>\r\n
38<\/td>\r\nEstimated project cost with escalation, IDC and FC<\/td>\r\nMill Nu<\/td>\r\n11,964.587<\/td>\r\n<\/tr>\r\n
39<\/td>\r\nConstruction period including 6 months mobilization period<\/td>\r\nMonths<\/td>\r\n48<\/td>\r\n<\/tr>\r\n<\/tbody>\r\n<\/table>\r\n<\/div>\r\n<\/div>\r\n<\/div>\r\n","protected":false},"excerpt":{"rendered":"

SN Component Unit Particulars 1 Catchment area till Dam km2 373.0 2 Average annual flow volume MCM 515.0 3 River diversion flood m3\/s 80 4 Design flood m3\/s 2,400 5 MWL\/FRL masl 2292.0 6 River bed at Dam axis masl 2262.0 7 Gross reservoir storage MCM 0.537 8 Live reservoir storage MCM 0.307 9 Submergence […]<\/p>\n","protected":false},"author":1,"featured_media":524,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-110","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/thye.bt\/index.php?rest_route=\/wp\/v2\/pages\/110","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/thye.bt\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/thye.bt\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/thye.bt\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/thye.bt\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=110"}],"version-history":[{"count":22,"href":"https:\/\/thye.bt\/index.php?rest_route=\/wp\/v2\/pages\/110\/revisions"}],"predecessor-version":[{"id":527,"href":"https:\/\/thye.bt\/index.php?rest_route=\/wp\/v2\/pages\/110\/revisions\/527"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/thye.bt\/index.php?rest_route=\/wp\/v2\/media\/524"}],"wp:attachment":[{"href":"https:\/\/thye.bt\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=110"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}