Rizal, Nanang Saiful (2022) (Similarity) Study on the Effectiveness of Earthfill Construction at the Lempake Dam Using Plaxis 2D Software. Quest Journals.
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Abstract
The construction of the embankment type dam is built through a process of stockpiling soil material which is formed with a certain slope and height as well as the selection of a weir body zone that is adapted to the soil conditions in the area. This can affect the stability of the dam body, especially during flood and earthquake conditions. If these stability requirements cannot be met, it will have an impact on the safety of the reservoir. To assess the stability of the Lempake Dam, Plaxis 2D software was used and then reviewed under the following conditions: normal water level, flood and earthquake water level, and rapid drawdown conditions. The data used as support in this study include topographic maps, hydrological analysis, analysis of water availability, soil data and an overview of earthquake zones. After hydrological analysis, the flood discharge for the 1000 year return period is 580.09 m3/second, the effective storage capacity is 0.43 x 106 m3. The results of the stability analysis of the Lempake Dam using Plaxis 2D software Version 20 are quite safe. When the normal water level is SF = 3,414, when the flood water level and earthquake is SF = 2,984 and during the rapid drawdown SF = 2,819. KEYWORDS: Dam, Lempake, Stability, Plaxis 2D
Item Type: | Peer Review |
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Subjects: | 600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering |
Divisions: | Faculty of Engineering > Department of Civil Engineering (S1) |
Depositing User: | Nanang Saiful Rizal |
Contact Email Address: | nanangsaifulrizal@unmuhjember.ac.id |
Date Deposited: | 31 Dec 2022 02:13 |
Last Modified: | 24 Jan 2023 01:30 |
URI: | http://repository.unmuhjember.ac.id/id/eprint/15757 |
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