Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan

Least square estimation (LSE) is a well-known adjustment approach that has been utilised by the geomatic practitioners to systematically distribute random errors in the cadastral datasets. Taking into account the sources of cadastral records, which are established from multi-class and quality of obs...

Full description

Saved in:
Bibliographic Details
Main Author: Azizan, Nur Alya Nasuha
Format: Student Project
Language:English
Published: 2023
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/87965/1/87965.pdf
https://ir.uitm.edu.my/id/eprint/87965/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.uitm.ir.87965
record_format eprints
spelling my.uitm.ir.879652023-12-05T15:09:27Z https://ir.uitm.edu.my/id/eprint/87965/ Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan Azizan, Nur Alya Nasuha Geomatics Least square estimation (LSE) is a well-known adjustment approach that has been utilised by the geomatic practitioners to systematically distribute random errors in the cadastral datasets. Taking into account the sources of cadastral records, which are established from multi-class and quality of observations, the augmentation of outliers in the datasets is inevitable. The dependence on mean value in deriving adjusted parameters has constrained the LSE solutions, making the algorithm prone to blunders. In contrast, L1-norm adjustment that exploits the median in yielding the parameters has robust solutions even in the presence of outliers. Thus, this study aims to investigate the reliability of L1-norm to quantify the uncertainties in the cadastral records between adjacent certified plans. To measure the ability of L1-norm to detect outliers, the traverse network has been augmented with artificial errors in the distance and bearing measurement. Both adjustment approaches were employed to fairly evaluate the performance of L1-norm and LSE in identifying the synthetic blunders. Later, actual cadastral records were used to assess the best adjustment method to detect information discrepancies in adjacent certified plans (CPs). To ensure that experimentation is thoroughly performed, three combinations of adjacent CPs were utilised: i. Both are first-class CPs; ii. First and second classes CPs; and iii. Both are second-class CPs. Through the synthetic errors experiment, the study found that redundancy is the main criteria for L1-Norm to detect the existence of blunders. Otherwise, variant of LSE outliers’ detection demonstrates better performance compared to L1-Norm. The findings have been strengthened by the later experiment that indicated that L1-Norm is applicable for detecting discrepancies between the adjacent CPs. However, LSE also managed to perform similar result to the L1-Norm. In consideration of the mathematics mechanism employed by the adjustment approaches, it is advisable to proceed with LSE’s outliers’ detection variant in quantifying outliers. 2023-08 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/87965/1/87965.pdf Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan. (2023) [Student Project] (Submitted)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Geomatics
spellingShingle Geomatics
Azizan, Nur Alya Nasuha
Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan
description Least square estimation (LSE) is a well-known adjustment approach that has been utilised by the geomatic practitioners to systematically distribute random errors in the cadastral datasets. Taking into account the sources of cadastral records, which are established from multi-class and quality of observations, the augmentation of outliers in the datasets is inevitable. The dependence on mean value in deriving adjusted parameters has constrained the LSE solutions, making the algorithm prone to blunders. In contrast, L1-norm adjustment that exploits the median in yielding the parameters has robust solutions even in the presence of outliers. Thus, this study aims to investigate the reliability of L1-norm to quantify the uncertainties in the cadastral records between adjacent certified plans. To measure the ability of L1-norm to detect outliers, the traverse network has been augmented with artificial errors in the distance and bearing measurement. Both adjustment approaches were employed to fairly evaluate the performance of L1-norm and LSE in identifying the synthetic blunders. Later, actual cadastral records were used to assess the best adjustment method to detect information discrepancies in adjacent certified plans (CPs). To ensure that experimentation is thoroughly performed, three combinations of adjacent CPs were utilised: i. Both are first-class CPs; ii. First and second classes CPs; and iii. Both are second-class CPs. Through the synthetic errors experiment, the study found that redundancy is the main criteria for L1-Norm to detect the existence of blunders. Otherwise, variant of LSE outliers’ detection demonstrates better performance compared to L1-Norm. The findings have been strengthened by the later experiment that indicated that L1-Norm is applicable for detecting discrepancies between the adjacent CPs. However, LSE also managed to perform similar result to the L1-Norm. In consideration of the mathematics mechanism employed by the adjustment approaches, it is advisable to proceed with LSE’s outliers’ detection variant in quantifying outliers.
format Student Project
author Azizan, Nur Alya Nasuha
author_facet Azizan, Nur Alya Nasuha
author_sort Azizan, Nur Alya Nasuha
title Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan
title_short Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan
title_full Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan
title_fullStr Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan
title_full_unstemmed Reliability study of L1-Norm Adjustment in examining the inconsistencies of cadastral record / Nur Alya Nasuha Azizan
title_sort reliability study of l1-norm adjustment in examining the inconsistencies of cadastral record / nur alya nasuha azizan
publishDate 2023
url https://ir.uitm.edu.my/id/eprint/87965/1/87965.pdf
https://ir.uitm.edu.my/id/eprint/87965/
_version_ 1784517541731762176
score 13.209306