#TITLE_ALTERNATIVE#

• Main Author: SURYO PRIYO JATMIKO (NIM : 15110071), ADI
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/20743
• Institution: Institut Teknologi Bandung

One of purposes of the map is to define the boundary of land use. Occasionally, height information is essential for defining the parcel boundary, besides the planimetric information, such as for dam construction purpose. In this research were intended to get aerial photogrammetry data and the depth data of the river, which used to produce the information that could help to define the boundary of parcel owner, between the regulator of the Panglima Besar Soedirman dam and local residents. This research consists of several steps, namely project planning, data acquisition and data processing. Project planning consists of photogrammetry survey planning, ground control point planning, and bathimetry survey planning. Data acquisition <br /> <br /> were the implementation of project planning. Outputs of photogrammetry data processing were ortophoto and Digital Elevation Model (DEM), while from bathymetry data processing, were the depth information in DEM was produced. The mentioned DEMs were combined to acquire boundary estimation based on depth information of the river. The combined DEMs was visualized in three dimentional (3D), which structure is Triangulated Irregular Network (TIN). Unconstrained Delaunay TIN, which was generated at the first time was restructurized to Constrained Delaunay TIN. Constrained TIN has advantages of utilization of TIN is that TIN considers parcel <br /> <br /> boundary. However, Constrained Delaunay TIN has a drawback, it affects affected contour generated from Constrained Delaunay TIN.