Real-time anomaly intrusion detection for a clean water supply system, utilising machine learning with novel energy-based features

CWSS in Kotamobagu has various problems such as, pipe water network that has not been operated optimally since its completion in 2012. The number of house connections was merely 424 out of 7,600 targeted until 2016. Other problems in Kotamobagu were related to the supply, backwash, insufficient electrical power supply, no water meter, reservoir leakage, and intake pipes leakage in Poyowa and Bilalang. This research aims to find the root of the problem in terms of Clean Water Supply System (CWSS)'s network system, organization, regulation, and management. The research focused on Poyowa Besar's CWSS and Bilalang-1's CWSS networks in Kotamobagu. The research methods included observation, survey, and policy analysis where respondents were required as sources of information. The respondents were from Sia's and Pontodon's CWSS that represented 162 house connections. Additional respondents representing 30 house connections were selected randomly at Poyowa Besar's and Bilalang-1's CWSS for comparison. The results indicated that the community, CWSS managers, and the Central Government support the existence of Kotamobagu CWSS management. The 30 house connections at Poyowa Besar's and Bilalang-1's CWSS have never been served with water, but the respondents positively hope that the matter will be solved in the near future. They were willing to keep waiting for the water network of Kotamobagu's CWSS. The root of the problem in the Poyowa Besar's and Bilalang-1's implementation was due primarily to a network system that was built by the Ministry of Public Works for the Municipal Government of Kotamobaguwas reportedly not in accordance with procurement regulation. There was disagreement between the Ministry of Public Works and Housing (MPWH) and the CWSS managers related to the items that have to be fulfilled for network infrastructure handover.

Download Full-text

MULTIPLE OBJECTIVE OPTIMIZATION MODEL FOR REAL-TIME OPERATION OF A WATER SUPPLY SYSTEM

Large Engineering Systems ◽

10.1016/b978-0-08-021295-1.50021-3 ◽

1977 ◽

pp. 214-223

Author(s):

Paul E. Flatt ◽

Charles D.D. Howard

Keyword(s):

Water Supply ◽

Real Time ◽

Optimization Model ◽

Supply System ◽

Water Supply System ◽

Multiple Objective ◽

Multiple Objective Optimization ◽

Time Operation ◽

Real Time Operation

Download Full-text

DESIGN OF PLUMBING SYSTEM AT TUNJUNGAN PLAZA APARTMENT, SURABAYA

INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY ◽

10.25105/urbanenvirotech.v1i1.2406 ◽

2017 ◽

Vol 1 (1) ◽

pp. 82

Author(s):

Sarah Meilani ◽

Ariani Dwi Astuti ◽

Ratnaningsih Ratnaningsih

Keyword(s):

Waste Water ◽

Water Supply ◽

Water Use ◽

Supply System ◽

Water Supply System ◽

Rain Water ◽

Clean Water ◽

Plumbing System ◽

Recycled Water ◽

Tank System

Aim: This study of plumbing system plan is aimed at planning a plumbing system that is compatible with clean water, waste water and rain water management at Tunjungan Plaza apartment, Surabaya City, Indonesia according to SNI 8153-2015, and meet 5 aspects of safety, security, simplicity, beauty, and economy. It applies water supply system which commonly used for tall buildings, namely Roof Tank system. Methodology and Result: Plumbing system planning methods are collecting and analyzing fluctuation in water use, planning clean water and recycled water systems by endorsing alternative piping for clean water and recycled water. In addition to water supply, recycled water system that utilizes waste water to be recycled for flushing closets and watering plants also required to be implemented. Average daily water consumption is 268 m3/day for clean water and 44 m3/day for recycled water with the capacity of ground water tank for clean water is 564.54 m3 and recycled water is 62 m3. Conclusion, significance and impact study: Clean water supply system will implement roof tank system and recycled water will reutilize wastewater for flushing on toilet tank and watering the plants. Waste water use separated system between grey water and black water and then distributed to STP to be treated and reused for flushing water closet and watering plants. Rain water goes to infiltration well by gravity through designed 1 well. Total amount of investment of plumbing equipment is Rp 2,157,697,501,- with cost of water supply per unit Rp 4,445,643,- meanwhile waste water piping cost per units is Rp 1,070,711,-.

Download Full-text

Pengembangan Sistem Penyediaan Air Bersih dengan Metode Appropriate Technology di Kelurahan Mekar Sari Kecamatan Rambutan Pemko Tebing Tinggi

Jurnal Riset Hesti Medan Akper Kesdam I/BB Medan ◽

10.34008/jurhesti.v6i1.230 ◽

2021 ◽

Vol 6 (1) ◽

pp. 34

Author(s):

Ikhwansyah Isranuri ◽

Nur Asnah Sitohang

Keyword(s):

Population Growth ◽

Water Supply ◽

Community Service ◽

Supply System ◽

Water Supply System ◽

Appropriate Technology ◽

National Standard ◽

Clean Water ◽

Growth Data ◽

The Public

Planning for a clean water supply system is a community service program carried out by USU in collaboration with the Dinas Pemberdayaan Masyarakat dan Desa(PMD) of the Pemko Tebing Tinggi. The problem encountered is the unavailability of clean water. This condition can interfere with people's daily activities such as the need for households. The clean water supply system that is implemented is the application of appropriate technology in the sense that it is easy to operate and all components are easy to care for by the public. The purpose of this activity is to provide clean water that meets health requirements, namely colorless, tasteless and odorless. This system is also planned to provide clean water for the next few years. The projection of population growth is also a consideration, which is calculated based on the average population growth data. Based on the Indonesian National Standard (SNI), the need for clean water for a population with a population of 300 households with the household category is 120 liters per person per day, so the water requirement is 1.67 liters/second. The source of water is obtained by digging 15 meters deep by installing 15 concrete rings with a diameter of 80 cm and a height of 100 cm. Then a pump is installed to suck water and then it is pumped into a poly tank (capacity 2100 liters) storage tank which is located at a height of 5-6 meters. Before flowing from the tank to the pipe, the water is filtered using a filter. For this purpose, a piping installation complete with a valve and a float is designed to automatically close the pipe when the tank is full. The result of water from this system is clean water and suitable for consumption by residents.

Download Full-text

PECULIARITIES OF THE WATER SUPPLY SYSTEM IN THE URBAN TYPE SETTLEMENT VOLZHSKY OF SAMARA REGION AND TENDENCIES AND CHANGES IN WATER CONSUMPTION

URBAN CONSTRUCTION AND ARCHITECTURE ◽

10.17673/vestnik.2016.01.2 ◽

2016 ◽

Vol 6 (1) ◽

pp. 8-14

Author(s):

Svetlana Yur'evna TEPLYKH ◽

Pavel Aleksandrovich GORSHKALEV ◽

Mikhail Dmitrievich CHERNOSVITOV ◽

Sergey Sergeevich YUROV ◽

Anna Olegovna YUROVA

Keyword(s):

Water Supply ◽

Water Consumption ◽

Water System ◽

Supply System ◽

Water Supply System ◽

Clean Water ◽

Water Treatment Plants ◽

Type Settlement ◽

Elevated Tanks ◽

New Facilities

Water supply system in the urban type sett lement Volzhsky of Samara Region has typical structures: water intakes from wells, water treatment plants, a pumping station of the second elevation with clean water reservoirs, elevated tanks and water supply network. Water supply system plays a signifi cant role in providing consumers with water. Water supply pipelines in the urban type sett lement Volzhsky have considerable deterioration, some emergency pipelines have been replaced with new ones, but with a smaller diameter. Today, the sett lement water system proves equal to its tasks, but if we take into account the new trends in water consumption and putt ing new facilities in operation it will be clear that this system requires substantial modernization.

Download Full-text