Photogrammetry At Taman Raja Muda, Fasa Iv.pptx

PHOTOGRAMMETRY AT TAMAN RAJA MUDA, FASA IV, SETIAWAN , PERAK 1. 2. 3. 4. 5.

ROSLAN BIN RUZI (2015104163) NOOR FAZIRA BINTI NOORDIN (2016343405) SITI HAMIZAH BINTI MAHIDIN (2015531907) SITI MARYAM BINTI MANSOR (2015528391) NUR AMALINA ITI MOHAMED (2016340997)

TEAM MEMBERS

Roslan Bin Ruzi Project Manager

Noor Fazira Binti Nordin Planning Manager

Siti Maryam Binti Mansor Data Collector

Siti Hamizah Binti Mahidin Data Processor

Nur Amalina Binti Mohamed Report Manager

COMPANY BACKGROUND • Name Of Company: Jurukur Abadi • Address: No.65A, Lengkok Kledang Raya, Taman Kledang Jaya, 30020 Ipoh, Ipoh Darul Ridzuan • Phone Number: 05-528199 • Fax Number: 05-5280232 • Email Adress: [email protected]

INTRODUCTION Aim The aim of this project is to obtain reliable information about physical objects and environment of area Taman Raja Muda fasa IV, Setiawan, Perak by using technology for photogrammetry survey. Objective  To carry out horizontal control survey around the study area. To locate Ground Control Point(GCP) and verification point (VP) the aerial image  To process and calculate RMSE Error for GCPand VP To generate Orthophoto DEM and topoghrapic map, from aerial image

QUOTATION

PROJECT PLANNING

SURVEY AREA FLIGHT PLANNING at Taman Raja Muda fasa IV, Setiawan, Perak

RESULT AND ANALYSIS

• Traverse and sub traverse

• Linear Misclosure Traverse 1:852577 • Linear Misclosure Sub Traverse 1:30489.851

APPROVED DATUM Angular Checking Data from VRS: 159’24’00” Data observed: 159’24’03” Difference: 0’00’03”

Ground Control Point

Error for GCP

The tolerance for the GCP error should follow the ground resolution which is 0.046m which are the total error for all GCP are below the tolerance required. This model can be used to generate DEM and Orthophoto but before that the image should be prove by using the Verification Point.

Root Mean Squares Error VP

The tolerance of X < Y and Z should follow the guidance from the ASPRS article produce in 2015. In ASPRS the tolerance X, Y should be 0.75 m and for Z the tolerance should be 0.5 m. Since the error for X and Y is 0.114 m and 0.085 this error is in tolerance 0.75 m and for Z the error is 0.472 m is below than 0.5 m and all of the error for X, Y and Z can be accepted. This project can be used to perform for others analyses since the error were within tolerance. X and Y is known as planimetric position and z is known as vertical position. The RMSE for both position were calculated by using formula.

FINAL PRODUCT

Topography map

DEM Map

Orthophoto Map

CONCLUSION • The result for vacant position are not all in the tolerance that are require for this project • It maybe cause by the way we process the data and by human error in our site. • Even though the result does not achieve the specification given, but we manage to learn how to conduct the task given and learn how to work in team.