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Keywords: CHENDEROH
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 253–312.
Published: 01 January 1935
... for the purpose of supplying power to certain districts in the State of Perak, and the concession was granted to the PerakCompany in November, Fig. 1. CHENDEROH HYORO STATION -66kV Transmission Lines 2 ,I V Generating Stations . , .. A-jmmy Substotims 66kV 3 SeconZary Substations 22 kK . 0 IjlM.S. Rdwoy...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 390–399.
Published: 01 January 1935
... EXPANSION JOINTS WATER GATES GENERATORS TESTING RETARDATION PERAK RIVER CHENDEROH MALAYA MALAYSIA ASIA 390 CORRESPONDENCEONPERAKRIVERPOWERSCHEME [Minute6 of Correspondence. Mr. Headland. Mr. HENRYHEADLANoDbserved that he Papersby Messrs. Hellstrom and Rennie were clear and concise...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 313–355.
Published: 01 January 1935
... BRIDGES REMOVAL EXCAVATING MATERIALS STONE SAND CEMENT CONCRETE GUNITE GUNITING SHUTTERING IRONWORK MACHINERY LABOUR HEALTH SANITATION MALARIA MOSQUITOES CHENDEROH PERAK RIVER MALAYA MALAYSIA ASIA Proceedings.] RENNIE ON CHENDEROHWATER-POWERPLANT. 313 (Paper No. 4969...
Journal Articles
B M HELLSTROM, SIR E D JONES, S B DONKIN, W T HALCROW, SIR M WATSON, J M B STUART, N G GEDYE, W L LOWE BROWN, W L K BROWN, C D C BRAINE, C I ROBINSON, G H GILL, H M GIBB
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 356–389.
Published: 01 January 1935
... Chenderoh wasnow about 23,000 kilowatts, and it was anticipated that the station would very soon be fully loaded. As wouldbe appreciated, when a big project such as the Perak scheme was planned and carried out it could be achieved only by theteam work of many authorities, companies and individuals...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 239 (1935): 643–644.
Published: 01 January 1935
... the concrete, and the shoots generally were maintained a t slopes ranging from 1 in 2+ t,o 1 in 3. He agreed with Dr. Lowe-Brown that the design of all temporary works andstructures should, generally speaking, be done bythe contractors.The cofferdams a t Chenderoh were adaptedtosuit the local conditions...
