Application of Water Meter

Oct 13, 2025 by wbrum.org 99 views

Introduction

Access to clean water is a fundamental human right, and its availability is crucial for the well-being of individuals and communities. In Lubuk Pakam City, the management of clean water supply is fully entrusted to PDAM Tirtanadi Deli Serdang Branch, which has been operating since August 1999. However, the existing water distribution network still relies on old infrastructure, with only some of the repaired pipelines. This study aims to analyze the network of clean water supply systems in Lubuk Pakam City using Aleid X 2004 software, with the ultimate goal of improving the quality and efficiency of clean water services in the area.

Methodology

The first step in this study is the data collection needed, both from primary and secondary sources. This includes gathering information on the population in the residential area under study, as well as the water requirements at each service point and water requirements per hour for each customer. The next stage involves the calculation of water usage and production, as well as the analysis of the piping system using Aleid X 2004 software. The evaluation of the results of the analysis is carried out using the Hardy Cross method on the loop sample in the piping network.

Results and Discussion

Based on the calculations made, the total water usage reaches 208,299 m³/month, while the water production produced is 264,251 m³/month. The average water usage per customer is 0.045 m³/hour. At peak hours, the highest water requirement occurs at 07.00 with water consumption reaching 588.70 m³/hour, based on the pattern of water use for 24 hours. The piping system uses a PVC pipe with a diameter of 6, 8, 10, and 12 inches in diameter.

The results showed that the analysis conducted with Aleid X 2004 could accurately manual calculations. Evaluation between Aleid results and other methods such as Epanet and Hardy Cross in regions 2 and 5 indicate that the results are consistent with existing conditions. From a technical point of view, the headloss in the pipeline is quite significant, which is 48.04 m, the maximum speed in the pipe reaches 2.31 m/s, and the maximum discharge is 0.164 m³/s. Evaluation of the pipe diameter also shows that the pump head can be reduced from 55 meters to 53.25 meters.

Application of Water Meter

The application of water meter in the Lubuk Pakam area also contributes to increasing consumer awareness in savings in the use of clean water. This is a positive step in managing more efficient water resources, while supporting environmental sustainability efforts. By understanding the needs and patterns of consumption, the steps taken in the future can be more directed and sustainable.

Conclusion

Overall, this research provides an in-depth picture of the condition of the clean water supply system in Lubuk Pakam City. It is hoped that the results of this analysis can be a reference for related parties in improving the quality and efficiency of clean water services in the area. With a better understanding of the needs and patterns of consumption, the steps taken in the future can be more directed and sustainable.

Recommendations

Based on the findings of this study, the following recommendations are made:

Upgrade the existing infrastructure: The existing water distribution network still relies on old infrastructure, with only some of the repaired pipelines. Upgrading the existing infrastructure is necessary to improve the efficiency and quality of clean water services.
Implement water-saving measures: The application of water meter in the Lubuk Pakam area has contributed to increasing consumer awareness in savings in the use of clean water. Implementing water-saving measures, such as low-flow fixtures and appliances, can help reduce water consumption.
Conduct regular maintenance: Regular maintenance of the piping system is necessary to ensure that the system operates efficiently and effectively. This includes cleaning and inspecting the pipes, as well as replacing damaged or worn-out parts.
Monitor and evaluate: Monitoring and evaluating the performance of the clean water supply system is necessary to identify areas for improvement. This includes tracking water usage and production, as well as evaluating the effectiveness of water-saving measures.

By implementing these recommendations, the quality and efficiency of clean water services in Lubuk Pakam City can be improved, and the needs and patterns of consumption can be better understood.

Q: What is the purpose of this study?

A: The purpose of this study is to analyze the network of clean water supply systems in Lubuk Pakam City using Aleid X 2004 software, with the ultimate goal of improving the quality and efficiency of clean water services in the area.

Q: What are the main findings of this study?

A: The main findings of this study include:

The total water usage reaches 208,299 m³/month, while the water production produced is 264,251 m³/month.
The average water usage per customer is 0.045 m³/hour.
At peak hours, the highest water requirement occurs at 07.00 with water consumption reaching 588.70 m³/hour.
The piping system uses a PVC pipe with a diameter of 6, 8, 10, and 12 inches in diameter.
The headloss in the pipeline is quite significant, which is 48.04 m, the maximum speed in the pipe reaches 2.31 m/s, and the maximum discharge is 0.164 m³/s.

Q: What are the implications of this study?

A: The implications of this study are:

The results of this analysis can be a reference for related parties in improving the quality and efficiency of clean water services in the area.
With a better understanding of the needs and patterns of consumption, the steps taken in the future can be more directed and sustainable.
The application of water meter in the Lubuk Pakam area has contributed to increasing consumer awareness in savings in the use of clean water.

Q: What are the recommendations of this study?

A: The recommendations of this study are:

Upgrade the existing infrastructure to improve the efficiency and quality of clean water services.
Implement water-saving measures, such as low-flow fixtures and appliances, to reduce water consumption.
Conduct regular maintenance of the piping system to ensure that the system operates efficiently and effectively.
Monitor and evaluate the performance of the clean water supply system to identify areas for improvement.

Q: What are the limitations of this study?

A: The limitations of this study are:

The study only analyzed the network of clean water supply systems in Lubuk Pakam City and did not consider other factors that may affect the quality and efficiency of clean water services.
The study only used Aleid X 2004 software and did not consider other methods that may be used to analyze the network of clean water supply systems.
The study only considered the existing infrastructure and did not consider the potential for future upgrades or expansions.

Q: What are the future directions of this study?

A: The future directions of this study are:

Conducting a more comprehensive analysis of the network of clean water supply systems in Lubuk Pakam City, including other factors that may affect the quality and efficiency of clean water services.
Considering other methods that may be used to analyze the network of clean water supply systems.
Considering the potential for future upgrades or expansions of the existing infrastructure.

By understanding the findings, implications, recommendations, limitations, and future directions of this study, readers can gain a better understanding of the network of clean water supply systems in PDAM Lubuk Pakam City and the potential for improving the quality and efficiency of clean water services in the area.