- Karnah – JKSPDCL
- Nimu Chilling HEP
- Sankoo HEP
- Mangdam Sangra HEP
- Durbuk Shyok HEP
- Bhilangna-IIB HEP
- Sorang HEP
- Chatten HEP
- Ayago HEP
- Malana – II HEP
- Kynshi – I HEP
- Teesta – III HEP
- Naba HEP
- Niare HEP
- Dengser HEP
- Anjaw HEP
- Pemashelpu HEP
- Demwe Lower HEP
- Demwe Upper HEP
- Simang – I HEP
- Simang – II HEP
- Tsibjalumchhu Diversion Scheme
- Yamne – II HEP
- Yamne – I HEP
- Khuitam HEP
- Emra HEP
Karnah – JKSPDCL
KARNAH HYDRO ELECTRIC PROJECT |
CLIENT: Jammu and Kashmir State Power Development Corporation Limited |
LOCATION: Kashmir, India |
SCOPE OF SERVICES:
Review of contractor’s design, Supervision of construction of Civil, Hydro Mechanical/ Electromechanical works. Supervision of manufacture of equipment, Management of contractor’s claims, Assurance of Quality control. |
PROJECT DESCRIPTION:
The J&K State Power Development Corporation intends to implement 12 MW Karnah Hydro Electric Project under Prime Minister’s Development Package -2015 (PMDP-2015) in Jammu and Kashmir State. The Karnah Hydroelectric Power Project (12 MW) with Installed capacity of 3x4 MW is situated at the stream named Quazi Nag at the Basin of Kishan Ganga near village Khudri in Tehsil- Karnah, District-Kupwara, Jammu & Kashmir corresponding to a design discharge of 13.47 cumecs and design head of 98.58 m. PROJECT CHARACTERISTICS:
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Nimu Chilling HEP
NIMU CHILLING HYDROELECTRIC PROJECT |
CLIENT: Jammu & Kashmir State Power Development Corporation Limited |
LOCATION: Leh, Jammu & Kashmir |
SCOPE OF SERVICES:
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PROJECT DESCRIPTION:
Nimu Chilling Hydro Electric Project has been contemplated as a run of the river scheme situated in the Leh district of Jammu & Kashmir. The barrage site is located on River Zanskar just before its confluence with the mighty Indus River. The Project will utilize a gross head of 45 m and design discharge of about 59 cumecs for generation of 24 MW. The Project comprises a 14.5 m high barrage, a rectangular fore-bay type power intake on the left bank, 5.6 m diameter horse shoe shaped head race tunnel of length 8.9 km, circular surge shaft of 22 m diameter & height 39.5 m, a single 200.0 m long 4.0 m diameter pressure shat/buried penstock, a surface power house housing 3 units of 8 MW. A 24 m long tail race channel conveys back into the existing reservoir of Nimo Bazgo HEP after power generation. The following works have been completed by M/s Aquagreen Engineering Management Private Limited for Nimu Chilling HEP
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Sankoo HEP
SANKOO HYDROELECTRIC PROJECT |
CLIENT: Jammu & Kashmir State Power Development Corporation Limited |
LOCATION: Kargil, Jammu & Kashmir |
SCOPE OF SERVICES:
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PROJECT DESCRIPTION:
Sankoo Hydro Electric Project has been contemplated as a run of the river scheme situated in the Kargil district of Jammu & Kashmir. The barrage site is located on River Suru. The Project will utilize a gross head of 58 m and design discharge of about 36 cumecs for generation of 19 MW. The Project comprises a 10 m high barrage, a rectangular fore-bay type power intake on the left bank, Surface de-silting basin, 4.5 m diameter horse shoe shaped head race tunnel of length 1.9 km, circular surge shaft of 16 m diameter & height 53 m, a single 157 m long 3.5 m diameter pressure shat/buried penstock, a surface power house on the left bank of River Suru housing 2 units of 9.25 MW. A 46 m long tail race channel conveys back into River Suru after power generation. The following works have been completed by M/s Aquagreen Engineering Management Private Limited for Sankoo HEP
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Mangdam Sangra HEP
MANGDAM SANGRA HYDROELECTRIC PROJECT |
CLIENT: Jammu & Kashmir State Power Development Corporation Limited |
LOCATION: Kargil, Jammu & Kashmir |
SCOPE OF SERVICES:
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PROJECT DESCRIPTION:
Mangdum Sangra Hydro Electric Project has been contemplated as a run of the river scheme situated in the Kargil district of Jammu & Kashmir. The barrage site is located on River Suru. The Project will utilize a gross head of 82.76 m and design discharge of about 27.70 cumecs for generation of 19 MW. The Project comprises a 10 m high barrage, a rectangular fore-bay type power intake on the left bank, Surface de-silting basin, 4.0 m diameter horse shoe shaped head race tunnel of length 2.8 km, circular surge shaft of 10 m diameter & height 54 m, a single 358 m long 3.10 m diameter pressure shat/buried penstock, a surface power house on the left bank of River Suru housing 2 units of 9.5 MW. A 60 m long tail race channel conveys back into River Suru after power generation. The following works have been completed by M/s Aquagreen Engineering Management Private Limited for Mangdum Sangra HEP
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Durbuk Shyok HEP
DURBUK SHYOK HYDROELECTRIC PROJECT |
CLIENT: Jammu & Kashmir State Power Development Corporation Limited |
LOCATION: Leh, Jammu & Kashmir |
SCOPE OF SERVICES:
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PROJECT DESCRIPTION:
Durbuk Shyok Hydro Electric Project has been contemplated as a run of the river scheme situated in the Leh district of Jammu & Kashmir. The barrage site is located on River Shyok Gong/Tnagtse Nala which is the left bank tributary of the Shyok River. The Project will utilize a gross head of 221.5 m and design discharge of about 12 cumecs for generation of 19 MW. The Project comprises a 12 m high barrage, a rectangular fore-bay type power intake on the right bank, 3.0 m diameter horse shoe shaped head race tunnel of length 5.2 km, circular surge shaft of 6 m diameter & height 65.15 m, a single 940 m long 1.75 m diameter pressure shat/buried penstock, a surface power house on the left bank of River Shyok housing 2 units of 9.5 MW. A 75 m long tail race channel conveys back into River Shyok after power generation. The following works have been completed by M/s Aquagreen Engineering Management Private Limited for Durbuk Shyok HEP
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Bhilangna-IIB HEP
BHILANGNA-IIB SMALL HYDROELECTRIC PROJECT |
CLIENT: UJVN Limited, Uttarakhand. |
LOCATION: Tehri Garhwal District,Uttarakhand. |
SCOPE OF SERVICES:
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PROJECT DESCRIPTION:
Bhilangna-IIB SHEP is being developed by UJVN Limited, a Government of Uttarakhand enterprise.The project is proposed as a run-of-river scheme on the river Bhilangna in Tehri Garhwal District of Uttarakhand. The project envisages construction of an ungated ogee weir across Bhilangna River to divert 24.93 cumecs flow into a water conductor system comprising Head Race Tunnel of size 3.5m, Horse-shoe shaped and 2.07km long; Surge Shaft of 11.0m dia and 38m high; Pressure Shaft of 2.8m dia and 62m long, Buried Penstock of same size and about 247m long, Branch Penstock of 1.6m dia and 35m long each and a surface Power House of size 45m (L) x 12.5m (W) x 27.0m (H) housing total three generating units of horizontal axis Francis Turbines. The flow after generation shall be diverted into River Bhilangna through a 6m wide tail race channel. |
Sorang HEP
SORANG HYDROELECTRIC PROJECT |
CLIENT: Himachal Sorang Power Pvt. Ltd., Himachal Pradesh |
LOCATION: Nichar Tehsil, Kinnaur District, Himachal Pradesh |
SCOPE OF SERVICES:
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PROJECT DESCRIPTION:
Sorang Hydro Electric Project (2x50MW) is being developed by Himachal Sorang Power Private Limited (HSPL). The project was awarded to HSPL by Himachal State Electricity Board (HSEB). The project is located on Sorang Khad, a right bank tributary of the River Sutluj near Sorang Dongri Village in Kinnanur District of Himachal Pradesh. The project envisages construction of a trench weir across Sorang Khad to divert 17.34 cumecs flow (2 units) into a water conductor system comprising Head Race Tunnel of size 3.2m x 4.0m, D-shaped and 1.45km long; Surge Shaft of 6.5m dia and 56.1m high; Surface Penstock of 3.25m dia and about 826m long followed by a steel lined Pressure Shaft of about 287m long and an underground Power House of size 79m (L) x 16.5m (W) x 39.5m (H) housing total three (presently two) generating units of Pelton Turbines. The flow after generation shall be diverted into River Sutluj through a 4.5x5.0 m D-shaped, 166 m long tail race tunnel. |
Chatten HEP
CHATTEN SMALL HYDROELECTRIC PROJECT |
CLIENT: M/s N.T Lachenpa, Govt. Contractor, Sikkim Power Development Corporation Limited (SPDCL) |
LOCATION: Chatten Village, North District, Mangan, Sikkim |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for Chatten Small Hydro Power Project which includes the following components detailed design and preparation of construction drawings. They are
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PROJECT DESCRIPTION:
Chatten Small Hydro Electric Project has been contemplated as a run of the river scheme situated in the Chatten Village, Mangan District, North Sikkim. The trench weir is located across Chyagachu River. The Project would utilize a net head of 258.74 m and design discharge of 1.5 Cumecs for generation of 3 MW. The Project comprises of trench weir, 1 No. of intake channel along with De-silting arrangement on right bank of Chyagachu River, one number of head race pipe of 800mm (ID), 4m diameter surge tank, 1 no. of 429m long main surface penstock which bifurcates into two numbers of 40m long branch penstock, Surface power house housing 2 units of 1.5 MW and 1 No. of 1.5 (W) x 1.2 (H) m rectangular-shaped, 110m long Tail Race Channel. |
Ayago HEP
AYAGO HYDROELECTRIC PROJECT |
CLIENT: Ministry of Energy & Mineral Development (MEMD), The Republic of Uganda |
LOCATION: Murchison Falls National Park District, Uganda |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for the Review of the Detailed Feasibility Study and Supervision of the Construction of Ayago Hydro Power Project and its associated Transmission Interconnection. |
PROJECT DESCRIPTION:
Ayago Hydro Electric Project has been contemplated as a run of the river scheme situated in the Murchison Falls National Park District of Uganda. The Diversion Dam is located across Nile River. The Project would utilize a head of 80 m and design discharge of 938 Cumecs for generation of 840 MW. The Project comprises of 24 m high Concrete Gravity dam, 6 Nos. of intake on left bank of Nile River feeding 6 Nos. of 6.6 m circular shaped pressure shaft, underground power house housing 6 units of 113.33 MW and 3 Nos. of 13 (W) x 15 (H) m D-shaped, 7.2 km long Tail Race Tunnel. |
Malana – II HEP
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MALANA – II HYDROELECTRIC PROJECT |
CLIENT: Everest Power Private Limited |
LOCATION: Kullu District, Himachal Pradesh, India |
SCOPE OF SERVICES:
Aquagreen Engineering Management Pvt. Ltd. (AEMPL) providing the Engineering Consultancy Services for effective operation of plant including monitoring and post construction maintenance activities. |
PROJECT DESCRIPTION:
Malana – II Hydro Electric Project (100 MW) consists of the following components:
The Project is a high head, run-of-river project with 4 hour pondage and is located on Malana Khad, a tributary of the Parbati River, Himachal Pradesh. The Commercial Operation Date (COD) of the project was declared on 12th July 2012. AEMPL has involved in the preparation of post construction activities and monitoring which are required for effective operation. |
Kynshi – I HEP
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KYNSHI – I HYDROELECTRIC PROJECT |
CLIENT: Athena Kynshi Power Pvt. Ltd. |
LOCATION: Meghalaya, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for Preparation of Pre-feasibility Report (PFR), Detailed Project Report (DPR), Tender Design and assistance in award of EPC Contract for 270 MW Kynshi – I HE Project, Meghalaya. |
PROJECT DESCRIPTION:
Kynshi – I Hydro Electric Project has been contemplated as a run of the river scheme situated in the West Khasi Hills district of Meghalaya. The Dam site is located on River Kynshi, D/s of confluence of Umkyrtha River with Kynshi River. The Project will utilize a gross head of 581.00 m and design discharge of 54.86 cumecs for generation of 270MW. The Project comprises a 58.10 m high Concrete Gravity dam, two de-silting basins of 12 m X 21.5 m X 200 m; 6.89 km long 4.5 m diameter HRT, 67.5 m high 8.5 m diameter surge shaft, 1855 m long & 3.6 m diameter pressure tunnel including horizontal & vertical shaft. An underground power house housing 2 units of 135 MW. A 2.5 km long 5.25 m diameter tunnel conveys back the water back to River Kynshi after power generation. Design Energy is 1067 MU in 90% dependable year. |
Teesta – III HEP
TEESTA – III HYDROELECTRIC PROJECT |
CLIENT: WAPCOS Limited |
LOCATION: North Sikkim, Sikkim, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Review Engineering Consultancy Services for 1200 MW Teesta – III HE Project, Sikkim and further provision of Design and Project Management Consultancy Services for Balance works of the project |
PROJECT DESCRIPTION:
Teesta – III Hydro Electric Project has been contemplated as a run of the river scheme situated in the North Sikkim district of Sikkim. The Dam site is located on River Teesta just d/s of confluence of River Laching Chu and Lachung Chu. The Project will utilize a gross head of 817 m and design discharge of 175 cumecs for generation of 1200 MW. The Project comprises a 60 m high Concrete Faced Rockfill Dam, two de-silting basins of 17m X 23m X 320m; 14.3km long 7.5m diameter HRT, 15.5 m diameter circular surge shaft of 160m height, 1806.67m long & 2 nos. of 4m diameter pressure tunnels including vertical shaft and inclined shaft of length about 1650 m. An underground power house housing 6 units of 200 MW. A 1.2 km long 8.2x8.0 m tunnel conveys back the water back to River Teesta after power generation. The following works have been completed by M/s Aquagreen Engineering Management Private Limited for the Review Engineering during Construction Stage (2008-2010).
The following works are currently being executed by M/s Aquagreen Engineering Management Private Limited for the Design and Project Management Consultancy Services for Balance works (2015 – Ongoing)
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Naba HEP
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NABA HYDROELECTRIC PROJECT |
CLIENT: Andra Power Pvt. Ltd. |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for preparation of Pre-feasibility Report (PFR), Detailed Project Report (DPR), Preparation Tender Documents of 1000 MW Naba Hydroelectric Project, Arunachal Pradesh and obtaining approval from statutory authorities. |
PROJECT DESCRIPTION:
Naba H.E. Project is located in upper reaches of Subansiri River, Arunachal Pradesh. The average river bed level at the dam site is about 870 m and FRL at the dam has been proposed at EL.1035 m. The Project will utilize a gross head of 245 m and design discharge of 468.22 cumecs for generation of 1000 MW. Naba H.E Project envisages a construction of a 167 m high concrete gravity dam with 2 Nos. of 11 m diameter diversion tunnels as diversion structure, 2 Nos. of power intake with trash rack arrangement, 2 Nos. of 3.1 km & 3.85 km long 8.7 m diameter head race tunnel, 2 Nos. of 23.0 m diameter surge shaft& 85 m high, 2 Nos. of 7.25 m diameter steel lined pressure shaft which include penstock of dia. 5.75 m on bifurcation. Underground power house housing 4 units of 250 MW each. Design Energy is 4249.42 MU in 90% dependable year. |
Niare HEP
NIARE HYDROELECTRIC PROJECT |
CLIENT: Andra Power Pvt. Ltd. |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for preparation of Pre-feasibility Report (PFR) of 800 MW NiareHE Project, Arunachal Pradesh and obtaining approval from statutory authorities. |
PROJECT DESCRIPTION:
Niare H.E. Project is located in upper reaches of Subansiri River, Arunachal Pradesh. The average river bed level at the dam site is about 1200 m and FRL at the dam has been proposed at EL.1280 m. The Project will utilize a gross head of 228 m and design discharge of 407.50Cumecs for generation of 800 MW. Niare H.E Project envisages of 101.56 m high concrete gravity dam with 2Nos. of11m diameter diversion tunnels as diversion structure, 2Nos of power intake with trash rack arrangement, 2Nos. of 3.14 km&3.10km long 8.50 m diameter head race tunnel, 2Nos. of 20.0 m diameter surge shaft&100m high, 2Nos. of 486.50mlong 7.25 m diameter steel lined pressure shaft which include penstock of dia. 5.50m on bifurcation. Underground power house housing4 units of 200 MW each. Design Energy is 3647.39MU in 90% dependable year. |
Dengser HEP
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DENGSER HYDROELECTRIC PROJECT |
CLIENT: Arista Power Pvt. Ltd. |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for preparation of Pre-feasibility Report (PFR) of 520 MW Dengser Hydro Electric Project, Arunachal Pradesh and obtaining approval from statutory authorities. |
PROJECT DESCRIPTION:
Dengser Hydro Electric Project is located in upper reaches of Subansiri River, Arunachal Pradesh. The average river bed level at the dam site is about EL. 531 m and FRL at the dam has been proposed at EL. 620 m. The Project will utilize a gross head of 126.63 m and design discharge of 470.90 cumecs for generation of 520 MW. Dengser H.E Project envisages of 121.19 m high concrete gravity dam with 2 Nos. of 11 m diameter diversion tunnels as diversion structure, 2Nos of power intake with trash rack arrangement, 2 Nos. of 5.11 km & 4.96 km long 9.20 m diameter head race tunnel, 2 Nos. of 25.0 m diameter surge shaft & 50 m high & 2 Nos. of 8.10 m diameter steel lined pressure shaft each of 324 m & 264 m in length which include penstock of dia. 4.57 m on bifurcation. Underground power house housing4 units of 130 MW each. Design Energy is 1986.92 MU in 90% dependable year. |
Anjaw HEP
ANJAW HYDROELECTRIC PROJECT |
CLIENT: Lohit Urja Power Pvt. Ltd. |
LOCATION: Anjaw District, Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for preparation of Detailed Project Report (DPR), Tender Design and assistance in award of EPC Contract of 270 MW Anjaw HE Project, Arunachal Pradesh. |
PROJECT DESCRIPTION:
The proposed project site is 335 km away from Dibrugarh which is nearest airport. The barrage site is located upstream of confluence of River Lohit & River Dau and surface Powerhouse is located on right bank of Lohit River at about 70 m downstream of the barrage. The average river bed level at the dam site is about EL 550.00 m and FRL at the dam has been proposed at EL 580.00 m. The project consist of 30.0 m high barrage of length 415 m, 7 nos. of 7 m dia. penstocks of length of about 50 m, surface powerhouse having 7 units of 38.5 MW. The project would generate 1146 MU in 90% dependable year. |
Pemashelpu HEP
PEMASHELPU HYDROELECTRIC PROJECT |
CLIENT: Mechuka Hydro Power Private Limited (Greenko Group) |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
Aquagreen Engineering Management Private Limited (AEMPL) provided complete Engineering and Project Management Services for all civil works associated with the 81 MW Pemashelpu Hydroelectric Project. |
PROJECT DESCRIPTION:
The project is a run of river Hydroelectric project on the Yargyap Chu River, a major tributary of Siang River in West Siang District, Arunachal Pradesh. AEMPL was involved in preparation of Pre-feasibility, Feasibility and Detailed Project Report (DPR) which includes civil, hydro mechanical and electromechanical works and assistance in obtaining clearance from statutory authorities. |
Demwe Lower HEP
DEMWE LOWER HYDROELECTRIC PROJECT |
CLIENT: Athena Demwe Power Pvt. Ltd. |
LOCATION: Lohit District, Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for Pre-construction stage investigations & Techno-economic optimization of the Project Layout, Detailed Design & Engineering Services during Project execution of 1750 MW Demwe Lower HE Project, Arunachal Pradesh |
PROJECT DESCRIPTION:
Demwe Lower Hydro Electric Project has been contemplated as a run of the river scheme situated in the Lohit district of Arunachal Pradesh. The Dam site is located on River Lohit, upstream of Parasuram Kund. The Project will utilize a gross head of 120.00m and design discharge of 1729 cumecs for generation of 1750 MW. The Project comprises a 165 m high Concrete Gravity dam, five numbers of 10.0 m diameter pressure shafts of 450 to 600 m long. A surface power house housing 5 units of 342 MW each and one 40 MW. Design Energy is 6322 MU in 90% dependable year. |
Demwe Upper HEP
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DEMWE UPPER HYDROELECTRIC PROJECT |
CLIENT: Lohit Urja Power Pvt. Ltd. |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for preparation of Detailed Project Report (DPR), Tender Design and assistance in award of EPC Contract of 1080 MW Demwe Upper HE Project, Arunachal Pradesh. |
PROJECT DESCRIPTION:
Demwe Upper HE Project is located in Anjaw District of Arunachal Pradesh on Lohit river. The proposed project site is 80 km away from Tezu which is District HQ of Lohit. The Dam site is located about 12.8 km downstream of confluence of Dalai River and underground Powerhouse is located on right bank of Lohit River at 150 m downstream of the dam axis. The average river bed level at the dam site is about EL 440.00 m and FRL at the dam has been proposed at EL 525.00 m. The project consist of 131.0 m high composite dam, 5 nos. of 10.0 m dia. pressure shaft length varies from 150.0 m to 285.0 m, an underground powerhouse having 5 units of 206 MW and 1 unit of 50 MW. The project would generate 3991 MU in 90% dependable year. |
Simang – I HEP
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SIMANG – I HYDROELECTRIC PROJECT |
CLIENT: Yedla Infra Pvt. Ltd. |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for Preparation of Pre-feasibility Report (PFR), Detailed Project Report (DPR) and assistance in obtaining clearance from Statutory Authorities for 67 MW Simang – I HE Project, Arunachal Pradesh. |
PROJECT DESCRIPTION:
The studies carried out by AEMPL includes:
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Simang – II HEP
SIMANG – II HYDROELECTRIC PROJECT |
CLIENT: Yedla Infra Pvt. Ltd. |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for Preparation of Pre-feasibility Report (PFR), Detailed Project Report (DPR) and assistance in obtaining clearance from Statutory Authorities for 66 MW Simang – II HE Project, Arunachal Pradesh. |
PROJECT DESCRIPTION:
The studies carried out by AEMPL includes:
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Tsibjalumchhu Diversion Scheme
TSIBJALAMCHU DIVERSION SCHEME OF TALA HEP |
CLIENT: Abir Infrastructure Private Limited |
LOCATION: Bhutan |
SCOPE OF SERVICES:
Engineering consultancy for preparation of detailed design and drawings for the construction of river diversion arrangement, Trench weir, intake, HRT and Hydro mechanical equipment. |
PROJECT DESCRIPTION:
Tsibjalumchhu is a left bank tributary of River Wangchhu joining just downstream of Tala Dam. Tsibjalumchhu Diversion Scheme is the diversion of Tsibjalumchhu Nala to the existing Tala reservoir to augment generation from 1020 MW during lean flow season. The major component of the project consists of the following:
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Yamne – II HEP
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YAMNE – II HYDROELECTRIC PROJECT |
CLIENT: S S Yamne Power Pvt. Ltd. |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for preparation of Pre-feasibility Report (PFR), Detailed Project Report (DPR), Concept to Commissioning Consulting Services of 90MW Yamne – II HE Project, Arunachal Pradesh. |
PROJECT DESCRIPTION:
Yamne Stage – II H.E. Project is located in the Upper Siang District of Arunachal Pradesh on Yamne river. The average river bed level at the barrage site is about EL. 517 m and FRL at the barrage has been proposed at EL. 536.0 m. The Project will utilize a gross head of 96.0 m and design discharge of 117.32 Cumecs for generation of 90 MW. Yamne – II H.E Project envisages of 22 m high Barrage with diversion tunnel & channel as diversion structure, 20m wide approach channel, 2Nos of De-silting Basin, 1No.of Power Intake with trash rack arrangement, 1No. of 6.5 m diameter head race tunnel&6.34 km long, 1No.of 19.0 m diameter surge shaft&93.80 m high, 1No.of 5.5 m diameter pressure tunnels & 187.21 m long . A Surface power station housing 3 units of 30 MW each. Design Energy is 367.43 MU in 90% dependable year. |
Yamne – I HEP
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YAMNE – I HYDROELECTRIC PROJECT |
CLIENT: S S Yamne Power Pvt. Ltd. |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide Engineering Consultancy Services for preparation of Pre-feasibility Report (PFR), Detailed Project Report (DPR), Concept to Commissioning Consulting Services of 135 MW Yamne – I HE Project, Arunachal Pradesh |
PROJECT DESCRIPTION:
Yamne Stage – I H.E. Project is located in the Upper Siang District of Arunachal Pradesh on Yamne river. The average river bed level at the dam site is about El. 690 m and FRL at the dam has been proposed at El. 735.0 m. The Project will utilize a gross head of 170.0m and design discharge of 96.97 cumecs for generation of 135 MW. A Concrete Gravity Dam of 47.0m height and 221.15m length at top has been proposed as diversion structure, 11.20 km long 6.5m diameter HRT, 91.0 m high 15.0 m diameter surge shaft, 709 m long & 5.0 m diameter pressure tunnels including penstock & vertical shaft. A Surface power house housing 3 units of 45 MW each. Design Energy is 602 MU in 90% dependable year. |
Khuitam HEP
KHUITAM HYDROELECTRIC PROJECT |
CLIENT: Adhishankar Power Private Limited |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL engaged to provide engineering consultancy services for preparation of Detailed Project Report and Tender Design for Khuitam HE Project |
PROJECT DESCRIPTION:
Khuitam Project is located across Gang River, a tributary of Bichom River in West Kameng District of Arunachal Pradesh. The project consists of a 19 m high diversion structure (barrage) about 12.26 km downstream of Rahung village and a Surface Power House site is located upstream of Selari Village with an installed capacity of 3 x 22 MW. |
Emra HEP
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EMRA – II HYDROELECTRIC PROJECT |
CLIENT: Athena Emra Power Private Limited |
LOCATION: Arunachal Pradesh, India |
SCOPE OF SERVICES:
AEMPL provided engineering consultancy services for optimum utilization of Emra River and preparation of pre-feasibility report for Emra – II (315MW) HE Project and obtaining approval from statuary authorities. |
PROJECT DESCRIPTION:
The Project is a run of river/storage type Hydroelectric Project on confluence of Emra & Tangon river in Dibang River, Arunachal Pradesh. AEMPL was involved in preparation of various alternatives at Pre-feasibility stage and from which one alternative is considered which is cost-effective and techno-economically layout. The project consists of gravity dam of height 113 m and of length 256 m across River Subansiri where the river bed elevation is EL. 594 m. The water for power generation is conveyed through a steel pressure shaft of 7 m diameter which further bifurcates to feed the units in the underground power house. The underground power house is situated in the left bank of River Emra and measures79 m (l) x 14 m (w) x 15.5 m (h). The underground power houses 3 vertical axis Francis turbines to generate 315 MW. The design energy in the calculated to be 1491.59 MU. |