HYDRODYNAMICS MODELING OF CISADANE COASTAL RESERVOIR

Jakarta are one the major cities in the the world that cannot escape from sinking cities phenomenon that caused by sea level rise. In addition to rising sea levels caused by global warming and climate change. The sinking of coastal cities is also caused by land subsidence caused by excessive groundw...

Full description

Saved in:
Bibliographic Details
Main Author: Caesar Adine Mackbon, Mikha-El
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/77575
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:77575
spelling id-itb.:775752023-09-11T09:56:33ZHYDRODYNAMICS MODELING OF CISADANE COASTAL RESERVOIR Caesar Adine Mackbon, Mikha-El Indonesia Final Project modelling, hydrodinamics, coastal reservoir, Delft3D. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/77575 Jakarta are one the major cities in the the world that cannot escape from sinking cities phenomenon that caused by sea level rise. In addition to rising sea levels caused by global warming and climate change. The sinking of coastal cities is also caused by land subsidence caused by excessive groundwater extraction which is directly related to the rate of urbanization and increasing population in coastal areas. Various efforts such as the construction of sea dikes and appeals for groundwater extraction have been made to overcome the sinking of Jakarta but have not addressed the existing problems. Coastal reservoirs are a solution offered to overcome the problem of rising sea levels and also land subsidence due to groundwater extraction. This final assignement will simulate flows due to tides using Delft3D-FLOW which will be carried out in the Cisadane river estuary area. The model will be created using the help of Delft Dashboard to create grids, bathymetry of waters, and boundary conditions. Then, a simulation will be carried out by varying the value of the Manning and Chezy roughness coefficients. The results of the model simulation will be validated with environmental data, such as water level elevation due to tides and current velocity due to tides. The validation method is carried out by calculating the error from the modeling result value with environmental data. A reliable model will generate a small difference with events in the field, therefore the error method chosen for validation is the error difference method. This difference value will be compared to the range of measurement data. The model is reliable if the resulting error value is less than 10% for water level elevation and less than 20% for current velocity. After the model is valid and can be said to be reliable, the model is expected to be a reference in the design of the Cisadane coastal reservoir. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Jakarta are one the major cities in the the world that cannot escape from sinking cities phenomenon that caused by sea level rise. In addition to rising sea levels caused by global warming and climate change. The sinking of coastal cities is also caused by land subsidence caused by excessive groundwater extraction which is directly related to the rate of urbanization and increasing population in coastal areas. Various efforts such as the construction of sea dikes and appeals for groundwater extraction have been made to overcome the sinking of Jakarta but have not addressed the existing problems. Coastal reservoirs are a solution offered to overcome the problem of rising sea levels and also land subsidence due to groundwater extraction. This final assignement will simulate flows due to tides using Delft3D-FLOW which will be carried out in the Cisadane river estuary area. The model will be created using the help of Delft Dashboard to create grids, bathymetry of waters, and boundary conditions. Then, a simulation will be carried out by varying the value of the Manning and Chezy roughness coefficients. The results of the model simulation will be validated with environmental data, such as water level elevation due to tides and current velocity due to tides. The validation method is carried out by calculating the error from the modeling result value with environmental data. A reliable model will generate a small difference with events in the field, therefore the error method chosen for validation is the error difference method. This difference value will be compared to the range of measurement data. The model is reliable if the resulting error value is less than 10% for water level elevation and less than 20% for current velocity. After the model is valid and can be said to be reliable, the model is expected to be a reference in the design of the Cisadane coastal reservoir.
format Final Project
author Caesar Adine Mackbon, Mikha-El
spellingShingle Caesar Adine Mackbon, Mikha-El
HYDRODYNAMICS MODELING OF CISADANE COASTAL RESERVOIR
author_facet Caesar Adine Mackbon, Mikha-El
author_sort Caesar Adine Mackbon, Mikha-El
title HYDRODYNAMICS MODELING OF CISADANE COASTAL RESERVOIR
title_short HYDRODYNAMICS MODELING OF CISADANE COASTAL RESERVOIR
title_full HYDRODYNAMICS MODELING OF CISADANE COASTAL RESERVOIR
title_fullStr HYDRODYNAMICS MODELING OF CISADANE COASTAL RESERVOIR
title_full_unstemmed HYDRODYNAMICS MODELING OF CISADANE COASTAL RESERVOIR
title_sort hydrodynamics modeling of cisadane coastal reservoir
url https://digilib.itb.ac.id/gdl/view/77575
_version_ 1822008312762204160