PEMETAAN BATIMETRI MENGGUNAKAN UNMANNED SURFACE VEHICLE UNTUK PERHITUNGAN KAPASITAS TAMPUNG AIR SITU ITB JATINANGOR
Survey and monitoring of reservoir water capacity are done periodically. One of the methods for measuring reservoir water capacity is the bathymetry survey. The conventional bathymetry method using a manned vessel is a limited option for reservoir survey in shallow water . Hence, survey is done w...
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Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/48222 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | Survey and monitoring of reservoir water capacity are done periodically. One of the
methods for measuring reservoir water capacity is the bathymetry survey. The
conventional bathymetry method using a manned vessel is a limited option for
reservoir survey in shallow water . Hence, survey is done with unmanned surface
vehicle (USV) technology. This research aim to carry out study the performance of
USV system for batymetric mapping of ITB Jatinangor campus reservoirs and to
calculate ITB Jatinangor campus reservoirs water capacity. This research consists of
literature study, data acquisition, and data processing. Data acquisition is done with
sounding method to acquire position and depth data using USV. After that, transfer of
level is done to the reservoir water level in order to define reservoir base elevation in
global coordinate system and bar check is done to yield corrected depth of reservoir
base. Then, the elevation data undergo spike cleaning, error correction, and
interpolation to generate digital terrain model (DTM) and contour lines. From this data,
layouting is done to produce bathymetry map and volume calculation is done to
determine ITB Jatinangor campus reservoir water capacity. From this research, the
bathymetry map for Situ 1 and Situ 2 ITB Jatinangor campus is produced and reservoir
water capacity is calculated for Situ 1 and Situ 2 yielding 15.338,349 m3 and
14.609,956 m3 respectively when the spillway is opened. Also, there are results for
calculated water capacity when the spillway is closed with value of 18.298,874 m3 and
32.666,745 m3 respectively. |
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