
TINJAUAN ASPEK FISIK DAN NON FISIK SISTEM DRAINASE ZONA 5 KOTA BANDA ACEH
Author(s) -
Ari Herfiansyah,
Eldina Fatimah,
Azmeri Azmeri
Publication year - 2020
Publication title -
jurnal arsip rekayasa sipil dan perencanaan
Language(s) - English
Resource type - Journals
eISSN - 2620-7567
pISSN - 2615-1340
DOI - 10.24815/jarsp.v3i1.16372
Subject(s) - drainage , government (linguistics) , drainage system (geomorphology) , value (mathematics) , geography , business , environmental planning , water resource management , environmental science , mathematics , statistics , ecology , philosophy , linguistics , biology
Based on the results of the Environmental Health Risk Assessment Study, zone 5 of the drainage in Banda Aceh City which include Syiah Kuala, Ulee Kareng and Kuta Alam Sub-district, there are some villages that fall into the category of moderate risk and high risk of inundation. Bandar Baru, Lambaro Skep, Ie Masen Kayee Adang, and Lambhuk are moderate risk villages of inundation. Beurawe is high risk village of inundation. Based on this, it is necessary to evaluate the performance of the drainage system to see how the conditions and functions of the drainage facilities and infrastructure that have been built and the participation of the society. The methodology used in this study is quantitative supported by descriptive-evaluative. Performance reviews conducted include physical and non-physical aspects. Physical aspects include physical data on infrastructure, function of drainage system infrastructure, and operating and maintenance conditions for drainage. Non-physical aspects include regulations/institutions, development management, and efforts by the Regional Government to encourage society/private participation. The results of the calculation of drainage performance obtained a value of 81.40 which means the performance is in good condition. Physical aspects value 55.0 and non-physical aspects value 26.4. From the physical aspect of the condition of drainage infrastructure such as drainage canals, pump houses, retention ponds are already in good condition, but there are some sluice gates that are still in damaged condition have not been repaired. From the non-physical aspects, some of the shortcomings that must be corrected are the absence of regional regulations for drainage, human resources in agencies that handle drainage are still not optimal, and community participation in managing drainage is still minimal.