Need For Clean Water Research Articles

Optimization of Water Purification Infrastructures in Supiori Regency

Clean water is one of the important aspects that must be prioritized in urban planning. The higher the standard of living of the community, the need for clean water will also increase. However, the fulfillment of adequate clean water needs in Supiori Regency is still not optimal. Based on the Minister of Public Works Regulation No. 14/2010, the coverage of drinking water services in Supiori Regency is classified as poor, with a clean water service level of less than 50%. Optimization efforts are needed to optimize and distribute clean water services in Supiori Regency meet the target of clean water services and create a sustainable community life. The research method uses three types of analysis. First, the ratio of clean water services in the settlements of Supiori Regency was analyzed using a calculation method that refers to the standard of clean water needs and availability. Second, the analysis of clean water services was conducted based on community perceptions. Third, this study analyzed the factors that influence clean water services using multiple linear regression. Descriptive analysis was used to identify optimization steps. The results showed that the ratio of clean water services in South Supiori District only reached 30.38%, while in East Supiori District, it was lower, at 19.78%. Based on community perceptions, 93% of the population in South Supiori District and 75% in East Supiori District have not used the Water Supply System. Regression analysis shows that in Supiori Selatan District, factors affecting clean water services include pipe distance, community participation, and number of family members. In East Supiori District, the influencing factors are pipe distance, management, and maintenance of clean water. So, there are optimization efforts that can be done, among others, through mapping services based on regional conditions. For areas that are difficult to reach by SPAM services, the community can utilize the nearest water source to meet their clean water needs independently.

ANALISIS KETERSEDIAAN DAN KEBUTUHAN AIR BAKU DISTRIK BONGGO KABUPATEN SARMI

The development of an area will cause the demand for water to continue to increase along with thepopulation growth rate. The fulfillment of food needs and the activities of the population are always closely relatedto the need for water. The demands are unavoidable but must be predicted and planned for optimal utilization.The tendency that often occurs is the imbalance between water availability and water demand. To achieve abalance between water demand and availability in the future, efforts are needed to assess the components of rawwater availability and demand as clean water sources. The source of clean water for the people of Bonggo District, Sarmi Regency, comes from borehole pumps,shallow wells (pumps), and rainwater. The analysis results on the need for domestic and non-domestic clean waterin the Bonggo District in 2023 show a total requirement of 210.38 liters/day or 0.0024 m3/second. The need forclean water is expected to increase by 2043, with the total requirement for domestic and non-domestic clean waterreaching 285,820 liters/day or 0.0033 m3/second. The availability and need for clean water sourced from rawwater that can be utilized as clean water comes from pump bore wells as a suitable raw water source. In terms ofquantity, it is available 24 hours a day and throughout the year. The investigation results of the pump bore wellraw water source meet the clean water quality requirements according to Government Regulation No. 82 of 2001,Level II. This is supported by groundwater, obtained through the analysis of geological conditions, land cover,morphology, and river flow, which have a high to very high groundwater potential score, located in the northernpart of Bonggo District. Economically, in terms of quantity, rainwater can be used as clean water due to its sufficientavailability, with high rainfall (104,775 mm/year) and year-round service (continuity), and in terms of quality, theresults of rainwater quality tests meet the clean water standards according to quality standards.

Parallelization of Curved Inertial Microfluidic Channels to Increase the Throughput of Simultaneous Microparticle Separation and Washing

The rising global need for clean water highlights the importance of efficient sample preparation methods to separate and wash various contaminants such as microparticles. Microfluidic methods for these purposes have emerged but they mostly deliver either separation or washing, with very low throughputs. Here, we investigate parallelization of a curved-channel particle separation and washing device in order to increase its throughput for sample preparation. A curved microchannel applies inertial forces to focus larger 10 µm microparticles at the inner wall of the channel and separate them from smaller 5 µm microparticles at the outer wall. At the same time, Dean flow recirculation is used to exchange the carrier solution of the large microparticles to a clean buffer (washing). We increased the number of curved channels in a stepwise manner from two to four to eight channels in two different arraying designs, i.e., rectangular and polar arrays. We examined efficient separation of target 10 µm particles from 5 µm particles, while transferring the larger microparticles into a clean buffer. Dean flow recirculation studies demonstrated that the rectangular arrayed device performs better, providing solution exchange efficiencies of more than 96% on average as compared to 89% for the polar array device. Our 8-curve rectangular array device provided a particle separation efficiency of 98.93 ± 0.91%, while maintaining a sample purity of 92.83 ± 1.47% at a high working flow rate of 12.8 mL/min. Moreover, the target particles were transferred into a clean buffer with a solution exchange efficiency of 96.81 ± 0.54% in our 8-curve device. Compared to the literature, our in-plane parallelization design of curved microchannels resulted in a 13-fold increase in the working flow rate of the setup while maintaining a very high performance in particle separation and washing. Our microfluidic device offers the potential to enhance the throughput and the separation and washing efficiencies in applications for biological and environmental samples.

Zero Produced Water Discharge Innovation in Production Fluid Management for Sustainability and Financial Efficiency

This paper will present the sustainability initiatives of PHI Tanjung Field obtained from the evaluation of existing oil and gas production activities. Through the Plan-Do-Check Action (PDCA) approach, based on the results of life cycle assessment and focus group discussions from managers and engineers in Tanjung Field, the identification of priority problems is related to the management of production fluid generated from outside the existing production facility process. Through a fishbone diagram approach to find out the root of the problem followed by Failure Mode Effect Analysis (FMEA) including Pareto diagrams and risk map analysis to get priority risk problems in the form of production fluid processing methods. Furthermore, through the Analytic Hierarchy Process (AHP) approach, the alternative solution taken is to modify the production fluid processing with CSSR (Contain, Sediment, Separate, Recovery) innovation. The results of this CSSR innovation are no more produced water is discharged into the environment so that the Tanjung Field Manager’s policy of moving towards zero produced water discharge is achieved. With this innovation, the processing efficiency of the production fluid in 2nd year (prediction) after innovation is 97.5%, up from 66.6% in initial year before innovation. By optimizing the use of produced water, the need for clean water for the injection program can be minimized. The reduction of clean water usage from Initial year to 2nd year (prediction) is 83.1%. The efficiency ratio of this innovation is 11.10 > 1 indicates that the program generates more savings and revenue than its cost, making it a worthwhile investment. In energy reduction, the effectiveness of this innovation from Initial year to 2nd year (prediction) is reducing energy by 94.96%. In emission reduction, the reduction of CO2 emission load from Initial year to 2nd year (prediction) is 95%. This innovation contributes to the 6th Sustainable Development Goal (SDGs) “Clean Water and Sanitation,” the 7th SDGs “Clean and Affordable Energy,” the 12th SDGs “Responsible Consumption and Production,” 13th SDGs “Handling Climate Change,” and the 14th SDGs “Ocean Ecosystems.”

Academy of Breastfeeding Medicine Position Statement: Breastfeeding in Emergencies.

Background: During emergencies, including natural disasters and armed conflict, breastfeeding is critically important. Breastfeeding provides reliable nutrition and protection against infectious diseases, without the need for clean water, feeding implements, electricity, or external supplies. Key Information: Protection, promotion, and support of breastfeeding should be an integral part of all emergency preparedness plans. Breastfeeding specialists should be part of plan development. Emergency protocols should include breastfeeding specialists among emergency relief personnel, provide culturally sensitive environments for breastfeeding, and prioritize caregivers of infants in food/water distribution. Emergency relief personnel should be aware that dehydration and missed feedings can impact milk production, but stress alone does not. Emergency support should focus on keeping mothers and infants together and providing private and/or protected spaces for mothers to breastfeed or express milk. Emergency support should also focus on rapidly identifying mothers with breastfeeding difficulties and breastfeeding mothers and infants who are separated, so their needs can be prioritized. Breastfeeding support should be available to all women experiencing difficulties, including those needing reassurance. Nonbreastfed infants should be identified as a priority group requiring support. Relactation, wet-nursing, and donor milk should be considered for nonbreastfed infants. No donations of commercial milk formula (CMF), feeding bottles or teats, or breast pumps should be accepted in emergencies. The distribution of CMF must be highly controlled, provided only when infants cannot be breastfed and accompanied by a comprehensive package of support. Recommendations: Protecting, promoting, and supporting breastfeeding should be included in all emergency preparedness planning and in training of personnel.

COMPARISON OF OZONATION (O3) AND AOPS (O3/H2O2) IN PURIFICATION OF WELL WATER IN KLUMPRIT VILLAGE, CENTRAL JAVA, INDONESIA

Water is a very important need for human life. The need for clean water has increased due to changes in people's behavior during the COVID-19 pandemic. Despite the increasing need for clean water during the pandemic, access to it remains unequal. One of the areas with poor water sources is Klumprit Village, Nusawungu, Cilacap, Central Java, where the water is cloudy, yellow in color, and a rustic smell. According to the Regulation of Ministry of Health of the Republic of Indonesia Number 32 of 2017, water that is suitable for sanitation needs is water that is odorless, tasteless, not cloudy or has a low level of turbidity. Ozone is an environmentally friendly technology because it does not produce harmful by-products. In addition to ozone, the production of clean water can use Advanced Oxidation Processes (AOPs) with (O3/H2O2). The existence of H2O2 will increase the ability of ozone in the production of clean water or water purification. In this study, ozonation and AOPs (O3/H2O2) were carried out to purify the yellow and cloudy well water in Klumprit Village, Cilacap, Central Java as an effort to improve public health during the COVID-19 pandemic. The research method was to compare ozonation and AOPs (O3/H2O2). The study will include variations in pH levels, specifically neutral pH (untreated sample) and alkaline, as well as different concentrations of H2O2. The experimental data included Fe and Mn content in water before and after the treatment process. Based on the results of this study, it was found that the yellow color of the groundwater in Klumprit village is caused by high levels of manganese (Mn). The lowest concentration of Mn was achieved after 60 minutes of ozonation at an alkaline pH of 9, with a concentration of 0.266 mg/L. The iron (Fe) content showed fluctuation for both treatment methods, ozonation (O3) and advanced oxidation processes (O3/H2O2).

Perancangan Rangka Tandon Air Berkapasitas 1200 Liter Untuk Kebutuhan Pelaku Usaha Rumah Kost

The increasing public interest in the need for adequate housing, especially the boarding house business, is one of the facilities that has great opportunities every year. The need for clean water in a boarding house environment is a factor that needs to be considered because clean water is an important need in human life. The water reservoir frame design with a capacity of 1200 liters is an optimized solution to meet the daily water needs of boarding house residents. The aim of this research is to design a water reservoir frame for water loads and carry out structural calculations of the water reservoir frame in accordance with applicable safety and strength standards. The research methodology explains in detail the research method which includes time and place of research, tools and materials, research procedures and research flow diagrams. Weight of load to be supported by the structure = weight of tank + weight of water Specify tank Type = Penguin TB, 120 uk Capacity = 1200 Liters = 1.2 m3 Tank mass (mT) = 29 kg Total mass of external load (mtot) = tank mass + water mass Mtot= 29 kg + 1200 kg = 1229 kg Total weight (Wtot) Wtot = (mtot) × g, g= acceleration due to gravity (9.8 m/s2) Kata kunci: Water discharge, Frame Strength, Structural Strength, Steel Selection, Water Reservoir

Removal of lead and cadmium from aqueous solution by using cashew gum polysaccharide (Arabinogalactan) - Acrylamide hydrogel

There is an increasing need for clean water for human health and the environment, so the removal of toxic metals from wastewater with low-cost adsorbents plays an essential role. In this research, the synthesis of cashew gum (CG) polysaccharide (arabinogalactan)-acrylamide (Am) (CG-AM) hydrogel was carried out with three independent variables: Hydration ratio (ml/g), amount of monomer (acrylamide, Am) (g) and concentration of crosslinker (methylene-bisacrylamide, MBA) (%) by radical polymerisation. The removal efficiency of Pb2+ and Cd2+ from the stock solution of lead nitrate and cadmium sulphate by adsorption technique was also studied by optimisation using BBD of RSM. Furthermore, the functional and structural properties of all types of hydrogels were analysed by characterisation with FTIR, (XRD), (SEM) with EDS and swelling capacity analysis. An optimum hydrogel yield of 4.527 g was obtained at a hydration ratio of 10 ml/g, monomer amount of 2.5 g and crosslinker concentration of 3% w/v of one gram of extracted arabinogalactan. For Pb2+ removal, 86.985 % removal efficiency was obtained at a hydration ratio of 25 ml/g, monomer amount of 1g and crosslinker concentration of 1%, while for Cd2+ removal, 18.875 % removal efficiency was obtained at a hydration ratio of 10 ml/g, monomer amount of 4g and crosslinker concentration of 2%. (CG-AM)H Pb2+ had the highest swelling capacity of 11.072 g H2O/g polymer hydrogel but (CG-AM)H had the lowest of 5.322 g H2O/g polymer hydrogel due to crosslinking capacity. The FTIR result, the (CG-AM)H Pb2+ showed a significant peak of C-O stretching of the S-glycosidic bond of hydrogel to absorb the Pb2+ ions. From XRD and SEM results, (CG-AM)H Pb2+ showed an amorphous nature of hygroscopic properties and a three-dimensional network structure with open pores.

Evaluation and development of the clean water distribution network in Pancang Village, North Sebatik District, Nunukan Regency

Background: Rapid population growth and the large number of residential developments go hand in hand with the increasing need for clean water, especially drinking water. Basically, a city's development plan is closely related to the availability of clean water in the area, because clean water is a basic human need that is very important to fulfill. However, several consumers in certain villages which are part of the PDAM North Sebatik branch pipe network service area do not receive a clean water supply. With this research, it is hoped that it can provide alternatives/solutions in solving clean water problems, especially for the Pancang Village area, North Sebatik District. Methods: The data needed in this study is data on the population of Sei Pancang Village, North Sebatik District for the last 5 years, data on PDAM customers for the last 5 years, data on clean water needs, data on clean water sources and reservoir volume, as well as map data on the clean water distribution network. The evaluation technique used in this study uses the method with the largest correlation calculation, namely the arithmetic method. The clean water distribution network map will be evaluated using epanet software. Findings: The results of this research are that the population of Sei Pancang Village, North Sebatik District in 2022 will be 5250 people and projections for the number of residents and customers for the next 10 years show that the population will increase to 7018 people. Conclusion: Water use in the development plan year, namely 2023, in the residential area of Sei Pancang Village, North Sebatik District, includes, among other things, an average daily need of 9,045 lt/s, a maximum daily need of 10,402 lt/s, and a peak hour need of 13,568 lt/s. Meanwhile, in 2032 water demand will increase, with an average daily demand of 11,697 lt/second, a maximum daily demand of 13,451 lt/second, and a peak hour demand of 20,177 lt/second. Novelty/Originality of this article: This study develops a predictive model integrating demographic, climate, and infrastructure data to project water demand and optimize distribution. This model can be applied across regions to improve water management efficiency.

Analisis Kebutuhan dan Ketersediaan Air Bersih Kecamatan Darul Imarah Kabupaten Aceh Besar

Fulfilling sterile water requirements is highly dependent on sterile water sources availability. The problem faced every dry season in Darul Imarah was that around 85% areas did not support with sterile water. The people merely have it from drilled wells, so that it is necessary to analyze the need for sterile water until 2033. The aims of this research were to analyze the total need for sterile water in Darul Imarah district area, to investigate whether the reservoir capacity was sufficient for water needs in 2033 and to figure out the existing of water availability met the needs and sufficiency in Darul Imarah district area until 2033. It is hoped that based on the result of this study could provide information and knowledge to Darul Imarah community about the need and availability of sterile water especially for provision and water consumption. The analysis of the projected population and Local Water Company Mountala customers using the arithmetic method resulted sterile water need and availability and reservoir volume. In 2033, the population in this district will achieve 60,965 people with 14,109 customers. The need for sterile water in 2033 based on the increased number of customers and residents was 143.10 liters/second. Broncap Gle Taron's water needs considered still be able to meet the clean water needs for the current service area until 2033. This was proven by the total clean water need in 2023 would be 150 liters/second. The reservoir required in 2033 would be 2472.83 m3. The reservoir storage volume at Local Water Company Mountala was 1 unit with storage of 500 m3. The shortage of reservoir capacity was 1972.83 m3 or it requires 4 additional reservoir units to meet water availability in 2033. The need for sterile water increasing every year to minimize water shortages, so it is necessary to consume water effectively.

Modeling of Clean Water Needs Analysis Based on Dynamic Systems in Lubuk Sikaping District

Water is the source of life because water is not only needed by humans but also by nature to maintain a stable ecosystem. Humans and other creatures depend on water to grow and develop. The water needs of every livingthing are different and are influenced by the availability of water itself. The utilization of water as a whole in aspects of life becomes more valuable in terms of quantity and quality. The higher the cost of living for each person, the greater the need for water. This study aims to determine the projection of clean water needs in Lubuk Sikaping District from 2023 to 2043 based on population, find out the projection of clean water needs dynamically using powers studio 10 software, and find out whether the availability of clean water is sufficient for the next 20 years. The method used for the planned population projection of the next 20 years uses arithmetic methods. The results obtained in this study the need for clean water increases for the next 20 years, amounting to 125,563 liters/second. The results of water availability in Lubuk Sikaping District are still sufficient for the next 20 years. And based on the same installed capacity each year the availability of water is to be the same or constant every year.

Projected Analysis of Fulfilling Pdam Clean Water Needs in Domestic Customers of Waginopo Village, Wangi-Wangi District, Wakatobi District

Clean water is a very vital need for society, to meet the needs for drinking water, bathing, cooking, washing and including industrial needs. The existence of clean water in an area is very important considering the very dynamic activities of society. In its implementation, the drinking water supply system in Waginopo Village has not been able to run smoothly. In fact, according to a temporary survey that has been carried out, PDAM water only flows once every 2 days, once a week and the maximum flow time is only 12 hours. The aim of this research is to calculate the amount of clean water needed for the service area of Waginopo Village, Wangi-Wangi District, Wakatobi Regency until 2033. In this research, not only numerical data will be collected, but also information about what the community desires regarding the performance of the clean water distribution system, so this research study approach uses a combination of quantitative and qualitative approaches. From the results of the analysis it can be said that the total water demand of PDAM Wakatobi Regency for the Waginopo Village service area in 2033 is 867,894 m3/year. Meanwhile, based on water demand in 2024, it is 592,737 m3/year. So the calculation results from 2024 to 2033 have increased.

APPLICATION OF VERTICAL ELECTRICAL SOUNDING (VES) IN GROUNDWATER AQUIFER ESTIMATION IN THE "SPR" AREA, WONOGIRI DISTRICT, WONOGIRI REGENCY, CENTRAL JAVA

“SPR” area in Wonokarto Village, Wonogiri Regency, Central Java Province, is one area with serious groundwater problems. Regional conditions and significant population growth cause the need for clean water to increase. Efforts to obtain groundwater reserves continue to be made to overcome this problem. Identification of aquifers is carried out using resistivity methods. The research aims to determine the presence and types of an aquifer based on resistivity methods. Using the Schlumberger configuration, data was acquired at ten Vertical Electrical Sounding (VES) points. Results of the research show that in this region, tufa rocks form an aquifer layer in the Quarter Volcan Lava (Qvl) formation, with resistivity ranging from 14.9 to 29.8 Ωm. The “SPR” area has three aquifer types, i.e., surface, shallow, and deep, with (1.5–5) meters, (10.5–25) meters, and (30–129) meters in depth, respectively.

Nanoporous Silica Lattice Coated with LiCl@PHEA for Continuous Water Harvesting from Atmospheric Humidity

AbstractRecently, atmospheric water harvesting (AWH) based on hygroscopic salt on an inorganic or organic carrier has attracted great attention because of its significant potential applications in the environment. The major technical challenges for practical applications are how to prevent the leakage of hygroscopic salt while achieving a high capacity for sorption of atmospheric water and a high sorption rate. Additionally, techniques for converting sorbed water (in the form of a lithium chloride (LiCl) solution) into clean water need to be developed. Here, a novel method for continuous atmospheric water harvesting, leveraging LiCl@PHEA hydrogels is introduced. Synthesized via one‐step UV polymerization in saturated LiCl solutions, these hydrogels exhibit remarkable air distension ability (>60 times), achieving high water sorption efficiency (11.18 gg−1 at 90% relative humidity in 30 min) with over 90 wt.% salt content and no leakage. This water collection system integrates a porous evaporator and a 3D‐printed silica substrate, ensuring an extraordinarily high evaporation rate (>11 kgm−2 h−1 under sunlight) and efficient water transmission. A prototype based on this achieves a record‐breaking collection rate of over 5 kgm−2 h−1, enabling large‐scale efficient atmospheric water harvesting. Additionally, continuous hydrogen production through electrolysis using the collected water (< 5 ppm of salts) is demonstrated.

Artificial Rainfall Aquifer to Supply Clean Water Requirement During the Dry Season in Selengen Village, North Lombok Regency

Selengen Village is one of the villages in North Lombok Regency that always experiences drought and lack of clean water every year. The problem of clean water availability is caused by limited water sources on the surface. The frequency of rainwater in Selengen Village is very small and with very low intensity. In order to meet the need for clean water, the community has to pay additional costs to buy clean water or wait for a drop from the government. The Selengan Village community has limited information regarding simple methods that can be used to collect clean water sourced from rainwater. The method used to introduce rainwater capture as a source of clean water is to provide direct outreach to the Selengen Village community about rainwater storage in the form of ABSAH (Artificial Aquifer for Rainwater Savings). The ABSAH method can be done individually or in groups. The socialization was carried out at the Panggung Barat Hamlet office involving the community consisting of farmer groups, community leaders, youth organizations and housewives. The result of the socialization regarding the introduction of artificial rainwater aquifers is the high desire of the community to create rainwater storage, either independently/individually or in groups. In the process of making it, the community hopes to get assistance from the implementation team so that the calculation of the storage volume is in accordance with the volume of water used. Apart from that, the community also hopes to be given drawings of storage designs, installations for collecting water from the roofs of houses and designs of distribution networks to people's homes.

Analisis Kadar Mangan (Mn) dan Besi (Fe) Pada Instalasi Pengolahan Air Minum (IPA 3) PT Hanarida Tirta Birawa

Population growth continues to increase, making the need for clean water increasingly increasing. The quality of raw water needed as a source of clean water also requires further processing to ensure it meets quality standards. To make clean water and drinking water suitable for consumption by the community, the role of the Regional Drinking Water Company (PDAM) is needed. PT Hanarida Tirta Birawa is one of the companies that serves clean water needs in Sidoarjo Regency. Clean Water Treatment Plants will have a big impact on environmental quality, especially water. The parameters that have the greatest influence on the content of raw water that will be processed into clean water are Fe (Ferrom/Iron) and Mn (Manganese) contained in raw water. At PT Hanarida Tirta Birawa, the manganese (Mn) content ranges from 0.04 to 0.13 mg/l and iron (Fe) ranges from 0.11 to 0.17 mg/l and meets the quality standards of RI Minister of Health Regulation No. 492/Menkes/PER/IV/2010. The reduction in processed water reached 87.23% for manganese and 93.29% for iron.

Enhanced water production in hemispherical solar stills via solar collector and thermal storage integration: experimental validation

ABSTRACT In arid regions that face water scarcity, solar distillation offers hope by meeting the increasing need for clean drinking water. This study investigates the integration of a hot water storage system, heated by a flat plate solar collector, into a hemispherical solar still. Placing the storage tank below the still's absorber enhances heat input and efficiently stores excess daytime thermal energy. Conducted in Bouismail from December 2022 to October 2023, the study yielded significant results: the modified solar still outperformed the conventional one, with production increases of 157% in winter and 207% in summer. Moreover, the modified still demonstrated remarkable efficiency improvement in summer, reaching 37.42% compared to 20.38% for the conventional still. The orientation of the fins within the storage tank, with respect to the hot water entrance orifice, significantly impacted water production, with alterations of the angle resulting in decreases of up to 25%. Increasing saltwater depth led to reduced distilled water output, with declines of up to 37.08% for the modified still. Economic analysis showed a slightly higher cost per liter of water produced by the modified still ($0.1897) compared to the simple one ($0.1446).

Effectiveness of cellulose acetate composite membrane with the addition of zeolite additives to reduce TDS levels in peat water using a cross-flow reactor

The need for clean water continues to increase along with population and industrial growth, which causes a water crisis. Quantitatively, peat water has the potential to be managed as a source of clean water using membrane filtration. This study aims to compare the composition of the cellulose acetate-zeolite composite membrane in reducing TDS levels in peat water using a cross-flow reactor. Cellulose acetate-zeolite composite membranes were prepared by phase inversion technique using 15 wt.% cellulose acetate (CA), with variations in zeolite concentration (5%; 10%; 15%; 20% and 25%), contact time (20, 40 and 60 minutes), the reactor pressure was 1.5 bar, and the TDS concentration in the feed water was 1,201 mg/L. Membrane characterization was done through morphological analysis using a Scanning Electron Microscope (SEM) and tensile test analysis. Membrane performance is determined through permselectivity and permeability testing. The results showed that the highest flux value was obtained on a 5% cellulose acetate-zeolite membrane at the 20th minute, namely 78.8 L/m2.hour. The best composition was obtained on a 25% cellulose acetate-zeolite membrane with a tensile strength value of 54.089 MPa and a rejection value of 92%. Morphological characterization showed that the pore size of the cellulose acetate-zeolite composite membrane decreased after use because TDS particles covered it.

Evaluasi Distribusi Air Bersih dengan Menggunakan Metode Hazen William dan Hardy Cross (Studi Kasus Asrama Putra Pondok Pesantren Al-Kautsar)

The Al-Kautsar Islamic Boarding School's Boys' Dormitory is a 3-storey building and there are problems with the distribution of clean water, namely the water supply that cannot meet its users when it is used during peak hours. This study aims to evaluate the distribution of clean water and provide recommendations. In this study the method used was the calculation of Hazen William and Hardy Cross using SNI 03-7065-2005 reference regarding procedures for designing plumbing systems and SNI 8153:2015 concerning pipe systems in buildings. Then the results that have been obtained from the calculation that the need for clean water is 29.4 ????3/day, for its availability of 502,400 m3, the need for clean water is not sufficient for its users. So it must be necessary to evaluate according to ideal conditions. As well as for the evaluation itself, namely the enlargement of the diameter of the 2nd floor pipe by 1 "and for the main dividing pipe by 2", the enlargement of the ground water tank by 6000 liters, the replacement of pump power by 200 watts. So, it can be concluded that the need for clean water in ideal conditions is 40.2 ????3/day. Then in this study the lack of water needed in the existing conditions with a maximum requirement of 27% percentage.

NixFe100-x for urea and oxygen evolution: a matter of compromise

The combination of aqueous electrolysis, either for hydrogen generation or CO2 conversion, with wastewater treatment offers an elegant way to tackle issues associated with our energy transition and the need for clean drinking water. However, it requires an anode capable of doing both the oxidation of the targeted pollutant and the oxygen evolution reaction (OER), as most pollutants are present in too low concentration to be practical for industrial electrolysis. In this study, we focussed on the oxidation of urea on NixFe100-x catalysts. These catalysts were prepared by pulsed laser ablation in liquid, a versatile and green technique to prepare electrocatalysts. Transmission electron microscopy of the nanoparticles indicates the production of monodisperse nanoparticles, with an average diameter increasing from 7.8 ± 2.8 to 19.7 ± 3.9 nm with a higher iron fraction. The composition could be controlled between pure Ni and NiFe bimetallic nanoparticles with up to 56 ± 3% of iron, by controlling the composition of the target. A brief optimisation of the electrode preparation (loading, catalyst-to-carbon ratio) yielded an optimum at about 30 µg/cm2 of catalyst with a catalyst-to-carbon ratio of 20:80. During the electrocatalytic tests, Ni was the best catalyst for urea oxidation, with a maximum peak current of 619 mA/mg. However, Ni75Fe25 was the best OER catalyst, showing a peak current of 1150 mA/mg. The difference increased further during CA at 0.5 V, during which Ni75Fe25 outperformed pure Ni by almost a factor of 3 after 30 min.