scholarly journals STUDI KEBUTUHAN AIR BERSIH DI KABUPATEN PULANG PISAU

2018 ◽  
Vol 4 (2) ◽  
Author(s):  
Ulfa Fitriati ◽  
Said Ayif Fathurrachman ◽  
Achmad Rusdiansyah

Kabupaten Pulang Pisau merupakan Kabupaten dengan pertumbuhan penduduk yang sedang, dimana permintaan akan kebutuhan air bersih juga akan tumbuh dan juga terus bertambah. Dan masih ada sebagian penduduk yang mengunakan air sungai langsung untuk keperluan sehari-hari karena sebagian wilayah belum terlayani air bersih PDAM dengan baik. Tujuan dari penulisan penelitian ini adalah untuk mengetahui jumlah kebutuhan air bersih di Kabupaten Pulang Pisau pada Tahun 2017, 2021, 2026, 2031 dan 2036 guna melayani kebutuhan masyarakat untuk masa yang akan datang. Dan juga untuk mengetahui kualitas air bersih pada intake. Serta membandingkan kebutuhan air dengan kapasitas intakenya.  Di dalam penelitian ini, perhitungan proyeksi jumlah penduduk menggunakan metode statistik dimana dengan memperhatikan laju perkembangan jumlah penduduk masa lampau untuk memperkirakan jumlah penduduk di masa yang akan datang. Ada beberapa metode yang dapat digunakan untuk menganalisa perkembangan jumlah penduduk di masa mendatang, yaitu Aritmatik, Geometrik, Regresi Linier, Eksponensial, dan Logaritmik. Untuk kualitas air bersih dilakukan peninjauan lapangan dengan parameter uji seperti suhu (25 oC ±3), daya konduksi elektrik, jumlah zat padat terlarut (0,5), pH (6,5-8,5), kekeruhan (5 NTU), salinitas, dan pengukuran oksigen terlarut.  Metode dalam peneltian ini yaitu menggunakan metode Aritmatik karena nilai korelasinya bisa dikatakan sempurna dibandingkan metode lainnya. Hasil dari penelitian ini adalah debit air bersih yang dibutuhkan Kabupaten Pulang Pisau dengan hasil berturut-turut sebagai berikut 2017; 2021; 2026; 2030; 2036 sebesar 179,574 L/dt, 254,030 L/dt, 351,857 L/dt, 454,970 L/dt, 563,368 L/dt. Kapasitas Intake PDAM Pulang Pisau 2017 hanya sebesar 60 L/dt sehingga belum bisa memenuhi kebutuhan air bersih Kabupaten Pulang Pisau. Dalam aspek kualitas air, Sumber air baku yang digunakan PDAM Kabupaten Pulang Pisau sudah memenuhi standar, sehingga penggunaan air tersebut aman bagi penduduk Kabupaten Pulang Pisau. Kata kunci: kebutuhan air bersih, kualitas air, proyeksi penduduk. Pulang Pisau is a District with moderate population growth, where the demand for clean water needs will grow and continue to grow. And still there are some people who use the river water directly for daily use because some areas unserved by either water taps. The purpose of this study was to determine the amount of water needs in the District Pulang Pisau in the Year 2017, 2021, 2026, 2031 and 2036 in order to serve the needs of the community for the future and also to determine the water quality at the intake, as well as comparing water demand with intake capacity.  In this study, the calculation of population projections using statistical methods in which to pay attention to the rate of population growth of the past to estimate the number of people in the future. There are several methods that can be used to analyze the population growth in the future, namely Arithmetic, Geometric, Linear Regression, Exponential, and Logarithmic. For water quality conducted field survey to test parameters such as temperature (25 °C ±3), electrical conductivity, the amount of dissolved solids (0.5), pH (6.5to8.5), turbidity (5 NTU), salinity, and dissolved oxygen measurements.  The method in this research is using Arithmetic method because the correlation can be said to be excellent compared to other methods. Results from this study is the clean water discharge is needed Pulang knife with consecutive results as follows in 2017; 2021; 2026; 2030; 2036 amounted to 179,574 L/sec, 254,030 L/sec, 351,857 L sec, 454,970 L/sec, 563,368 L/sec. Intake capacity District Pulang Pisau 2017 amounted to 60 L/sec so it can not meet the needs of clean water District Pulang Pisau. In the aspect of water quality, source of raw water used PDAM Pulang Pisau already meet the standards, so the use of the water is safe for the residents of the District Pulang Pisau. Keywords: projections population, the need for clean water, water quality. 

Author(s):  
Geazi Isai Reis dos Santos ◽  
F Roslan Edy Santosa

Water in human life has a very vital function. The daily activities of humans never escape from water. Starting from bathing, washing, cooking up to the elements of human body One is also composed of water. To obtain the projected results of population growth for the next 10 years, the calculation of water discharge in Dili City. Population projections with geometric methods use the assumption that the number of people will increase geometric. The rate of growth is considered the same for each year. Of the increase of population in the year 2017 population growth in Dili by 12.8% with a population of 234,062, used as a reference for the projected population for the next 10 years (2017-2027). Based on the increase of population used is 12.8% and the population is 10 years (2018-2027) for 2.395.75 inhabitants. The balance of clean water needs in urban clean water services.


2020 ◽  
Author(s):  
Andi Kustanto

Population growth and urban development continue to increase at an unprecedented rate and create pressure on the quality of clean water. Previous empirical studies have shown that uncontrolled population growth has a negative and significant impact on the quality of clean water. In the case of Indonesia, the population growth trend has decreased every year, but not followed by an index of water quality that should have increased. This study examines population growth in the water quality index in 33 provinces in Indonesia during 2013-2017 using the panel method of fixed-effect models. This study found that population growth has a negative and significant effect on the water quality index in Indonesia. Every 1000 population in-crease will reduce the water quality index by 0.04 (ceteris paribus), which indicates that there is a need for control of the population growth rate to be more aware of the preservation of a sustainable environment.


2021 ◽  
Vol 894 (1) ◽  
pp. 012037
Author(s):  
L O L Putri ◽  
E Wardhani

Abstract Cimahi City is currently experiencing a clean water crisis, the cause of which is increasing population growth, so that water needs increase and land conversion, which results in reduced groundwater infiltration. The primary source of clean water in this city is groundwater. Population growth and residential development have an impact on pollution originating from domestic waste. These two things cause the quality and quantity of groundwater in Cimahi City to be increasingly critical. This study aims to analyze the quality of groundwater used by residents of Cimahi City. The data used is secondary data from the Environmental Service in 2019. Sampling was carried out at thirty points in Cimahi City spread over 14 urban villages, namely Citereup, Pasir Kaliki, Cibereum, Cibabat, Cipageran, Cimahi, Leuwigajah, Setiamanah, Karang Mekar, Cibeber, Melong, Cigugur, Padasuka, and Utama. The number of sampling is 1-2 samples/urban village. Based on the results of the analysis of parameters that do not exceed the required quality standards based on the Regulation of the Minister of Health of the Republic of Indonesia No. 32 of 2017 concerning the requirements and supervision of pristine water quality, namely: turbidity, Manganese, nitrate, detergent as MBAS, and total coliform. Based on the results of calculations with the water quality index, it is stated that the quality of groundwater in Cimahi City is in the normal-poor category.


Author(s):  
Ilkka Pollari

Megatrends of population growth, urbanization and global warming are making it more and more difficult to find clean water for our needs. Global demand for fresh water grows at 2-3%/year while availability of fresh water has not been increasing. Regional differences in the growth rates are big. The main sustainability objective in water processes is balancing the demand – supply equation. Human impact on the atmosphere seems to aggravate the water availability problem. Over two thirds of global fresh water need is for agriculture. Current practices and technologies in managing water streams are not enough in the future.


Author(s):  
Kumar ◽  
Dasgupta ◽  
Ramaiah ◽  
Avtar ◽  
Johnson ◽  
...  

Just a few decades ago, Adyar River in India’s city of Chennai was an important source of water for various uses. Due to local and global changes (e.g., population growth and climate change), its ecosystem and overall water quality, including its aesthetic value, has deteriorated, and the water has become unsuitable for commercial uses. Adverse impacts of excessive population and changing climate are expected to continue in the future. Thus, this study focused on predicting the future water quality of the Adyar river under “business as usual” (BAU) and “suitable with measures” scenarios. The water evaluation and planning (WEAP) simulation tool was used for this study. Water quality simulation along a 19 km stretch of the Adyar River, from downstream of the Chembarambakkam to Adyar (Bay of Bengal) was carried out. In this analysis, clear indication of further deterioration of Adyar water quality by 2030 under the BAU scenario was evidenced. This would be rendering the river unsuitable for many aquatic species. Due to both climate change (i.e., increased temperature and precipitation) and population growth, the WEAP model results indicated that by 2030, biochemical oxygen demand (BOD) and Escherichia coli concentrations will increase by 26.7% and 8.3%, respectively. On the other hand, under the scenario with measures being taken, which assumes that “all wastewater generated locally will be collected and treated in WWTP with a capacity of 886 million liter per day (MLD),” the river water quality is expected to significantly improve by 2030. Specifically, the model results showed largely reduced concentrations of BOD and E. coli, respectively, to the tune of 74.2% and 98.4% compared to the BAU scenario. However, even under the scenario with measures being taken, water quality remains a concern, especially in the downstream area, when compared with class B (fishable surface water quality desirable by the national government). These results indicate that the current management policies and near future water resources management plan (i.e., the scenario including mitigating measures) are not adequate to check pollution levels to within the desirable limits. Thus, there is a need for transdisciplinary research into how the water quality can be further improved (e.g., through ecosystem restoration or river rehabilitation).


2017 ◽  
Vol 4 (1) ◽  
pp. 39
Author(s):  
Devita Trimaily ◽  
Nofrizal Nofrizal ◽  
Esy Maryanti

Need for clean water is a very important issue and still can not be resolved, especially in the peatlands. Clean water is used for everyday purposes must comply with the requirements of water quality in accordance with the Minister of Health Decree No. 416 / Menkes / per / 1990 on the conditions and water quality control. Peat water which is a source of raw water is very abundant, whereas in the processing of peat water into clean water using a coagulant has been no literature to say exactly how many doses of coagulant used, so this research is very important to do. Therefore, this study aimed to determine the effectiveness of the use of alum, clay and a combination of both on peat water treatment. This research method using a completely randomized design-RAL (Completely Randomized Design) with two factors, alum and clay and performed repeat three times with water media processing tool is simple. Test parameters are pH, color, 6 valence chromium (Cr), manganese (Mn), iron (Fe), sulfate (SO), chloride (Cl), organic substances as KMnO4 (ZO), and hardness (CaCO3). Analysis of the data used in this study is the determination of the effectiveness of the coagulant, ANOVA test (F test) and Duncan Multiple (Duncan's Multiple Range Test). The results showed that the most effective coagulant addition is the clay of 2 g / l in combination with alum to 200 mg / l, where the combination of this coagulant obtain a pH level of 6.53 mg / l, 113.67 PtCo color, 6 valence chromium (Cr) 0,017 mg / l, manganese (Mn) 1.07 mg / l, iron (Fe) 0.39 mg / l, sulfate (SO) 108.31 mg / l, chloride (Cl) 36.56 mg / l, substance organic as KMnO4 (ZO) 90.01 mg / l, and hardness (CaCO3) 53.38 mg / l. Effectiveness and clay alum as a coagulant for peat water treatment discussed in more detail in this paper.


2017 ◽  
Vol 5 (2) ◽  
Author(s):  
Marie Vandresse

Population projections serve as a decision-making tool or as a tool to help contribute to discussions on the future of our societies. These projections are based on a series of choices made by the modeller about the projection methodology and the future trends in the population growth components (fertility, mortality and migration). To use these projections wisely, users should be aware of the impact of these choices on the results of a population projection. This article highlights the crucial role of the assumptions made on the future trends of the population growth components on the projection results, using population projections for Belgium published by national and international institutions.


2017 ◽  
Vol 13 (2) ◽  
pp. 111-119
Author(s):  
Lela Uyara ◽  
Pieter Kunu ◽  
Silwanus M Talakua

The study aims to determine the quality of clean water in the villages of Wainitu, Batumerah, Amahusu and Halong by comparing the result of water quality analysis with water quality standard. Water quality analysis includes Physiscal, Chemical, and Microbiological parameters. This research uses descriptive method, this method describes systematics, accurate about facts and characteristic of the quality of clean water of each research location. The results showed that the source of clean water in the village of Batumerah did not meet the standard of clean water quality standards indicated by the number of E. coli and the high total coliform.  Keywords: standard quality of clean water, water quality, Wainitu, Batumerah, Amahusu and Halong villages   ABSTRAK Penelitian yang bertujuan untuk menetapkan kualitas air bersih di Desa Wainitu, Batumerah, Amahusu dan Halong, dengan membandingkan hasil analisis kualitas air dengan standar baku mutu air bersih. Analisis kualitas air meliputi parameter fisika, kimia dan mikrobiologi. Penelitian ini menggunakan metode deskriptif; metode ini menggambarkan sicara sistematis, akurat, fakta dan karakteristik mengenai kualitas air bersih di masing-masing lokasi penelitian. Hasil penelitian menunjukkan bahwa sumber air bersih di Desa Batumerah tidak memenuhi standar baku mutu air bersih yang ditunjukkan oleh jumlah E. coli dan total Koliform yang tinggi. Kata Kunci: baku mutu air bersih, Desa Wainitu, Batumerah, Amahusu dan Halong, kualitas air


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