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Upstream part of Ciliwung watershed spread from Pangrango Mountain region to <br /> <br /> the Katulampa’s weir that serves as to protect and buffer main watersheds that <br /> <br /> affect the potential flooding in Jakarta . Meteorological factors associated with the <...
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id-itb.:203842017-09-27T11:45:46Z#TITLE_ALTERNATIVE# SAMUEL NABABAN (NIM 12807027) , OSWALDZ Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/20384 Upstream part of Ciliwung watershed spread from Pangrango Mountain region to <br /> <br /> the Katulampa’s weir that serves as to protect and buffer main watersheds that <br /> <br /> affect the potential flooding in Jakarta . Meteorological factors associated with the <br /> <br /> river discharge, water level and rainfall intensity. River discharge used to <br /> <br /> determine the occurrence of floods and flood mitigation process. For mitigation <br /> <br /> and discharge data processing, the data required as height of water that can be <br /> <br /> obtained at the actual time. Discharge measurements manually by the operator is <br /> <br /> particularly vulnerable to errors in reading the data so it can produce a fatal error <br /> <br /> when the data recorded is not the actual data . Therefore, we need a water level <br /> <br /> gauges that can take practical data and can transmit data at any time. <br /> <br /> Measurements carried out in the Katulampa weir area. Water level data is <br /> <br /> converted to discharge data using manning method. Rainfall data is converted to <br /> <br /> discharge data using HEC HMS models and overall data will be compared to <br /> <br /> obtained correlation and RMSE between data. Overflow water calculated by <br /> <br /> Muskingum method. <br /> <br /> Based on discharge results of the HEC HMS models with rainfall , land use and <br /> <br /> soil type as input data are compared with the calculated discharge with manning <br /> <br /> method using instrumentation tool and also weir station discharge data. Land use <br /> <br /> and soil type which is dominated with latosols influence the amount of water that <br /> <br /> entering the river caused by the rain. All flow data from devices processed by the <br /> <br /> manning method compared with data result on discharge data from weir station <br /> <br /> and have a good correlation result. In this study, a high correlation between the <br /> <br /> data of water equipment with water height data from weir station have 0.89 in the <br /> <br /> result, it states that the automatic water level measurements sensor is feasible <br /> <br /> sensor to use while calibration field done, because it has the same pattern in the <br /> <br /> movement of data, whereas the water level RMSE value of AWLR 25,9cm states <br /> <br /> that the sensor still need to calibrate to makes the best accuracy of the data so the <br /> <br /> sensor to be more fit for use as a counter height of water in the field by <br /> <br /> performing a calculation field as needed . text |
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Upstream part of Ciliwung watershed spread from Pangrango Mountain region to <br />
<br />
the Katulampa’s weir that serves as to protect and buffer main watersheds that <br />
<br />
affect the potential flooding in Jakarta . Meteorological factors associated with the <br />
<br />
river discharge, water level and rainfall intensity. River discharge used to <br />
<br />
determine the occurrence of floods and flood mitigation process. For mitigation <br />
<br />
and discharge data processing, the data required as height of water that can be <br />
<br />
obtained at the actual time. Discharge measurements manually by the operator is <br />
<br />
particularly vulnerable to errors in reading the data so it can produce a fatal error <br />
<br />
when the data recorded is not the actual data . Therefore, we need a water level <br />
<br />
gauges that can take practical data and can transmit data at any time. <br />
<br />
Measurements carried out in the Katulampa weir area. Water level data is <br />
<br />
converted to discharge data using manning method. Rainfall data is converted to <br />
<br />
discharge data using HEC HMS models and overall data will be compared to <br />
<br />
obtained correlation and RMSE between data. Overflow water calculated by <br />
<br />
Muskingum method. <br />
<br />
Based on discharge results of the HEC HMS models with rainfall , land use and <br />
<br />
soil type as input data are compared with the calculated discharge with manning <br />
<br />
method using instrumentation tool and also weir station discharge data. Land use <br />
<br />
and soil type which is dominated with latosols influence the amount of water that <br />
<br />
entering the river caused by the rain. All flow data from devices processed by the <br />
<br />
manning method compared with data result on discharge data from weir station <br />
<br />
and have a good correlation result. In this study, a high correlation between the <br />
<br />
data of water equipment with water height data from weir station have 0.89 in the <br />
<br />
result, it states that the automatic water level measurements sensor is feasible <br />
<br />
sensor to use while calibration field done, because it has the same pattern in the <br />
<br />
movement of data, whereas the water level RMSE value of AWLR 25,9cm states <br />
<br />
that the sensor still need to calibrate to makes the best accuracy of the data so the <br />
<br />
sensor to be more fit for use as a counter height of water in the field by <br />
<br />
performing a calculation field as needed . |
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Final Project |
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SAMUEL NABABAN (NIM 12807027) , OSWALDZ |
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SAMUEL NABABAN (NIM 12807027) , OSWALDZ #TITLE_ALTERNATIVE# |
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SAMUEL NABABAN (NIM 12807027) , OSWALDZ |
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SAMUEL NABABAN (NIM 12807027) , OSWALDZ |
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url |
https://digilib.itb.ac.id/gdl/view/20384 |
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1821120140797804544 |