Full Description
| Cataloguing Source | |
| Content Type | |
| Media Type | |
| Carrier Type | |
| Physical Description | xiii, 65 hlm.: ill.; 30 cm.+lamp. |
| Concise Text | |
| Holding Institution | Universitas Indonesia |
| Location | Perpustakaan UI, Lantai 3 |
- Availability
- Digital Files: 1
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- Abstract
| Call Number | Barcode Number | Availability |
|---|---|---|
| S43814 | 14-17-912799055 | TERSEDIA |
| No review available for this collection: 20313962 |
Abstract
Air tanah yang memiliki kualitas baik terbentuk dalam jangka waktu yang cukup lama den berbanding terbalik dengan jangka waktu pengambilan yang dilakukan oleh manusia. Untuk menghindari timbulnya permasalahan baru, diperlukan suatu simulator yang dapat mensimulasi gerak aliran air tanah pada suatu daerah sehingga dapat diprediksi dampak pengambilan air tersebut. Skripsi ini mengembangkan model gerak aliran air tanah secara dua dimensi dengan menggunakan platformdan penyelesaian sederhana, penyelesaian temporal metode numerik Runge-Kutta Orde 4 untuk menjadi salah satu alternatif simulator gerak aliran air tanah yang dibutuhkan.
Groundwater that has a good quality is formed in long time period inversely propotional to groundwater taken by humans. To avoid the emergence of new problems, we need a simulator that can simulate the movement of groundwater flow in a region that can predict the impact of taking water. This thesis is developing a groundwater flow model in two dimensions by using a simple platform and solution, temporal solution of numerical method Runge-Kutta 4th Order, to be an alternative simulator of groundwater flow that is needed.
Groundwater that has a good quality is formed in long time period inversely propotional to groundwater taken by humans. To avoid the emergence of new problems, we need a simulator that can simulate the movement of groundwater flow in a region that can predict the impact of taking water. This thesis is developing a groundwater flow model in two dimensions by using a simple platform and solution, temporal solution of numerical method Runge-Kutta 4th Order, to be an alternative simulator of groundwater flow that is needed.