scholarly journals Analisis Potensi Genangan Tsunami dan Penentuan Jalur Evakuasi Berbasis Sistem Informasi Geografis di Desa Daruba Pantai – Kabupaten Pulau Morotai

2021 ◽  
Vol 9 (1) ◽  
pp. 79-91
Author(s):  
Mohammad Ridwan Lessy ◽  
Nurhalis Wahiddin ◽  
Jefry Bemba ◽  
Marwis Aswan
Keyword(s):  
Digital Elevation Model ◽  
Active Faults ◽  
Safety Zone ◽  
Tsunami Inundation ◽  
Inundation Area ◽  
Digital Elevation ◽  
Study Results ◽  
Neighborhood Unit ◽  
Elevation Model ◽  
Evacuation Route

Tsunami is one of the catastrophic events that threatened coastal areas in Morotai Island Regency. This is partly because the location of the regency is among several active faults. Therefore, the study aims to analyze the tsunami inundation area and determine a tsunami evacuation route in Daruba Pantai Village, South Morotai District. This study begins with the preparation of a digital elevation model and is compiled with other related maps to produce the tsunami inundation area at the study site. The study results show that a tsunami can hit 176.65 ha, with the disastrous and dangerous category being 5.02% and 0.66%. Meanwhile, specifically for the Daruba Pantai Village area with an area of 60.59 ha, the disastrous and dangerous categories are 10.72% and 1.30%, and the safe category is 36.61% and secure 23.07%. Furthermore, the preparation of the evacuation route is based on the scenario that residents from each zone of both the Neighborhood Unit (RT) and Community Unit (RW) are directed to follow the evacuation path to move towards the temporary shelter point and towards the safety zone.

Treatise on the tectonic geomorphology of active faults: The significance of using a universal digital elevation model

2018 ◽  
Vol 116 ◽  
pp. 241-252 ◽  
Author(s):  
Ioannis K. Koukouvelas ◽  
Vasiliki Zygouri ◽  
Konstantinos Nikolakopoulos ◽  
Sotirios Verroios
Keyword(s):  
Digital Elevation Model ◽  
Active Faults ◽  
Tectonic Geomorphology ◽  
Digital Elevation ◽  
Elevation Model

DISASTER RECOVERY THROUGH PREDICTION OF SAFE ROUTE USING DEM LEVELS

2017 ◽  
Vol 10 (13) ◽  
pp. 20
Author(s):  
Sangavi Vp ◽  
N Mounika ◽  
S Graceline Jasmine
Keyword(s):  
Information System ◽  
Geographic Information System ◽  
Digital Elevation Model ◽  
Tamil Nadu ◽  
Java Application ◽  
Digital Elevation ◽  
Safe Area ◽  
Elevation Model ◽  
Evacuation Route ◽  
Model Layer

When a disaster occurs, the normal commutation routes are disrupted. People get stuck at these disaster points and would be in trouble, hence people in those areas find it difficult to communicate and evacuation route to safe area is unknown. The aim of the paper is to predict safe routes to reach the refuge point from the disaster point. The prototype was developed using Arc geographic information system runtime SDK for Java Application and APIs in Eclipse. The system was developed with digital elevation model layer, and route layer for India basemap focused to Tamil Nadu. The safe route is found based on the elevation values of the area from the disaster point to a safe point. The developed system could be used by the relief providers to reach the disaster point and rescue victims.

scholarly journals Genangan Banjir Pasang Pada Kawasan Pemukiman di Kecamatan Sayung, Kabupaten Demak – Provinsi Jawa Tengah

2015 ◽  
Vol 18 (1) ◽  
Author(s):  
Petrus Subardjo ◽  
Raden Ario
Keyword(s):  
Water Level ◽  
Digital Elevation Model ◽  
Model Verification ◽  
Sea Surface ◽  
Tidal Inundation ◽  
Central Java ◽  
Inundation Area ◽  
Digital Elevation ◽  
Elevation Model ◽  
The Impact

Wilayah pedesaan di Kecamatan Sayung, Kabupaten Demak merupakan daerah pemukiman yang sering terjadi banjir pasang. Banjir pasang yang menggenangi daerah tersebut karena ketinggian daratan sejajar dan atau lebih rendah dengan muka air laut. Hal ini diduga disebabkan karena terjadinya pasang surut tinggi tertinggi atau HHWL (High Highest Water Level) di wilayah tersebut, sehingga diperlukan suatu tindakan untuk menanggulangi maupun mengurangi dampak yang ditimbukan oleh hal tersebut. Tujuan penelitian ini adalah untuk mengetahui kenaikan pasang surut tinggi tertinggi dari setiap tahunnya dari data nilai HHWL tertinggi setiap bulannya dalam satu tahun. Pengolahan data menggunakan metode admiralty dari tahun 2004-2013 dan tipe pasang surut di Kecamatan Sayung, Kabupaten Demak, serta pemetaan luas area genangan dan luas kawasan pemukiman pada area genangan banjir pasang di Kecamatan Sayung, Kabupaten Demak. Metode yang digunakan dalam penelitian ini adalah metode deskriptif yang bersifat eksploratif yaitu bertujuan untuk menggambarkan keadaan atau status fenomena. Penelitian ini dapat memberikan gambaran tentang situasi dan kondisi secara lokal dan hasilnya tidak dapat digeneralisasikan untuk waktu dan tempat yang berbeda. Selain itu perlu diketahui faktor-faktor penyebab banjir pasang di wilayah tersebut. Data utama yang dibutuhkan adalah data pasang surut, Digital Elevation Model (DEM), titik verifikasi banjir pasang pada kawasan pemukiman,peta tata guna lahan Kabupaten Demak tahun 2008 dan peta rupabumi tahun 2001. Berdasarkan hasil dari penelitian ini diketahui bahwa luas genangan banjir pasang yang terjadi di Kecamatan Sayung, Kabupaten Demak pada tahun 2013 adalah 1.938, 42 ha dan luas kawasan pemukiman pada area genangan sebesar 140,05 ha.Laju kenaikan Pasang surut tinggi tertinggi (HHWL) High highest Water Level dari tahun 2004 sampai tahun 2013 adalah sebesar 13.63 dan nilai HHWL tertinggi yang digunakan untuk membuat genangan banjir pasang dalam penelitian ini adalah bulan desember tahun 2013 sebesar 235.09 cm. Sedangkan Tipe pasang surut yang ada perairan Kecamatan Sayung, Kabupaten Demak adalah campuran condong harian tunggal.Kata kunci : Genangan, Banjir, Pasang, Kawasan Pemukiman, Kecamatan Sayung, Kabupaten DemakSubdistrict Sayung, Demak is the frequent flooding in residental areas. Flood tides inunndated areas which have a height of land area equal with the sea surface or lower than the sea surface. The areas thatoften Floods are Sriwulan Village, Purwosari Village, Sidogemah Village,Tugu Village, Surodadi Village, Gemulak Village, Bedono Village and Timbul Sloko Village. This happened because high highest water level at that areas, so that the action nasneccesary to overcome or decrease the impact. The purpose of this research was to determine the highest tidalrise in every year from the highest HHWL data values of each month in a year with admiralty data processing method from 2004-2013 as well as in the sub-type tidal Sayung, Demak and inundation mapping area and extensive residental areas to tidal inundation area in the district Sayung, Demak - Central Java Province. Method used in this research is descriptive explorative method that intoonded to describle the state or status of phenomenom. This research can provide an overvieuw of situation and conditions locally and the results may not generalizable to a different time and place. Besides that we need to known the causing factors of flooding in the region the main data we need required tidal flooding data, DEM (Digital Elevation Model), verification point in the settlement area, land use maps Demak in 2008 and 2001 topographical map. Based on the result of this research that widespread inundation flooding that occured in the district Sayung Demak in 2013 is 1.938,42 ha and extensive of residental areas to the inundation area of 140.05 ha. The rate of the highest tidal rise (HHWL) from 2004 to 2013 amounted 13.63 and the highest value of HHWL used to create tidal inundation in the study was desember 2013 amounted to 235.09 cm. While type of tidal waters that exist in the district Sayung, Demak is a mixture of single-learning daily.Keywords : Inundated, Flood Tide, Settlements, Subdistrict Of Sayung, Demak Regency

scholarly journals Simulasi genangan banjir menggunakan data ASTER DEM pada alur Sungai Cilemer

2017 ◽  
Vol 12 (1) ◽  
pp. 61-76
Author(s):  
Nuryanto Sasmito Slamet ◽  
Sarwono Sarwono
Keyword(s):  
Numerical Model ◽  
Digital Elevation Model ◽  
Return Period ◽  
Flood Control ◽  
Geographical Information ◽  
Inundation Area ◽  
Flood Discharge ◽  
Digital Elevation ◽  
Inundation Map ◽  
Elevation Model

The Cilemer River is a river which flowing to Lada Bay in west coast of Pandeglang District, Banten Province. The influence of the tide, the high flood discharges and settlements located at the flood plain has caused flooding every year. In order to understand flood overtopping mechanism and inundation map, numerical model simulation for flood and inundation area were conducted. The numerical model of the river were conducted using cross sectional of the river, result of these simulations were further integrated with Geographical Information System (GIS). The objective of this study is to obtain inundation map area. The input for GIS is a Digital Elevation Model which is obtain from Advanced Spaceborne Thermal Emission and Reflection Radiometer Digital Elevation Model (ASTER DEM). The simulation results shows the capacity of Cilemer River upstream is 210 m3/s while on the downstream segment was only 100 m3/s. Simulation shows with overtopping of the dike of 0,96 m generate 546 Ha of inundation area for 2 year return period of flood discharge. The overtopping of 1,1 m has generated 592 Ha of inundation area for 5 year return period of flood discharge. With overtopping of 1,26 m of 10 year return period flood discharge has caused 682 Ha inundation area, while 2,56 m overtopping has generated 912 Ha inundation area for 25 year return period of flood discharge. Effect of flood control structure on the outlet of bypass has generated 19 cm increase of water level.

Evaluation of Building Damage and Tsunami Inundation Based on Satellite Images and GIS Data following the 2010 Chile Earthquake

2012 ◽  
Vol 28 (1_suppl1) ◽  
pp. 165-178 ◽  
Author(s):  
Yoshihisa Maruyama ◽  
Fumio Yamazaki ◽  
Shizuko Matsuzaki ◽  
Hiroyuki Miura ◽  
Miguel Estrada
Keyword(s):  
Digital Elevation Model ◽  
Satellite Images ◽  
Field Survey ◽  
Tsunami Inundation ◽  
Affected Area ◽  
Digital Elevation ◽  
Gis Data ◽  
Chile Earthquake ◽  
Survey Results ◽  
Elevation Model

This paper presents the results of a field survey conducted by the authors after the 2010 Chile earthquake. The authors visited the affected area about a month after the earthquake. The usefulness of satellite images captured after the earthquake to detect damaged buildings in Concepción is discussed, compared with the field photos taken by the authors. GIS datasets for the damage levels of buildings in Talca and the tsunami-inundated areas in Talcahuano, Dichato, and Constitución are constructed in this study. The GIS dataset for the damage levels of buildings in Talca is compared with the satellite images, and the possibility of detecting damage to adobe houses is investigated. Further, a series of fundamental analyses are performed using a digital elevation model (DEM) that is constructed from ASTER images (ERSDAC 2009), and the usefulness of the DEM is evaluated comparing with the field survey results.

STUDY OF THE LANDSLIDE MORPHOLOGY BASED ON GNSS DATA AND AIRBORNE SOUNDING (ON THE EXAMPLE OF A SECTION OF THE PROTVA RIVER VALLEY)

2018 ◽  
Vol 12 (5-6) ◽  
pp. 50-57 ◽  
Author(s):  
I. S. Voskresensky ◽  
A. A. Suchilin ◽  
L. A. Ushakova ◽  
V. M. Shaforostov ◽  
A. L. Entin ◽  
...  
Keyword(s):  
Digital Elevation Model ◽  
Geodetic Network ◽  
Aerial Survey ◽  
River Valley ◽  
Ease Of Use ◽  
Digital Elevation ◽  
Loose Deposits ◽  
Positioning Method ◽  
Landslide Body ◽  
Elevation Model

To use unmanned aerial vehicles (UAVs) for obtaining digital elevation models (DEM) and digital terrain models (DTM) is currently actively practiced in scientific and practical purposes. This technology has many advantages: efficiency, ease of use, and the possibility of application on relatively small area. This allows us to perform qualitative and quantitative studies of the progress of dangerous relief-forming processes and to assess their consequences quickly. In this paper, we describe the process of obtaining a digital elevation model (DEM) of the relief of the slope located on the bank of the Protva River (Satino training site of the Faculty of Geography, Lomonosov Moscow State University). To obtain the digital elevation model, we created a temporary geodetic network. The coordinates of the points were measured by the satellite positioning method using a highprecision mobile complex. The aerial survey was carried out using an unmanned aerial vehicle from a low altitude (about 40–45 m). The processing of survey materials was performed via automatic photogrammetry (Structure-from-Motion method), and the digital elevation model of the landslide surface on the Protva River valley section was created. Remote sensing was supplemented by studying archival materials of aerial photography, as well as field survey conducted immediately after the landslide. The total amount of research results made it possible to establish the causes and character of the landslide process on the study site. According to the geomorphological conditions of formation, the landslide refers to a variety of landslideslides, which are formed when water is saturated with loose deposits. The landslide body was formed with the "collapse" of the blocks of turf and deluvial loams and their "destruction" as they shifted and accumulated at the foot of the slope.

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