• 한국화재소방학회논문지
• /
• 제27권6호
• /
• pp.44-49
• /
• 2013

고강도/연성소재이면서 화학적으로 안정된 폴리에틸렌 소재가 배관으로 양산되면서 수도용 및 산업용으로 그 사용이 확산되고 있다. 최근에는 국내 플랜트에서도 기존 주철배관의 부식 누설 해소방안으로 고밀도 폴리에틸렌 배관이 사용되고 있는데, 각각의 플랜트 설계조건 및 운전조건을 적절히 고려하지 않을 경우 고밀도 폴리에틸렌 배관은 물리적인 손상이 유발될 수 있다. 폴리에틸렌 소재의 대구경 배관을 플랜트에 적용함에 있어 관련기준 및 설치 경험사례를 고찰한 결과, 수충격이 발생되는 환경에서 균열손상 가능성이 있어 폴리에틸렌 배관을 대구경 배관으로 사용시주의가 필요하다고 판단된다.

• 한국주거학회논문집
• /
• 제19권5호
• /
• pp.111-120
• /
• 2008

The aim of this study is to present the design methods about manifold location being installed and size and to draw out the proper piping size as comparing the fluctuation of discharge with manifold size and residence size through the piping network analysis, when using the same faucet in accordance. The findings are summarized as follows, 1) an appropriate header main body pipe diameter was deemed to be $32{\sim}50\;mm$. 2) the research presented design measures for the application of appropriate water supply inlet pipe diameters according to residential buildings with various sizes. 3) the header direct branch piping method is ideal for small and medium-sized residential complexes, and the header branching and semi header methods are deemed to be more favorable for large residential complexes. 4) this study offered design measures for appropriate header system main body pipe diameters, water supply inlet pipe diameters, header system piping methods, application methods for functional auxiliary equipment units, and header system installation spaces and location.

• 수도
• /
• 제23권1_2호통권76_77호
• /
• pp.71-81
• /
• 1996

• 상하수도학회지
• /
• 제32권1호
• /
• pp.37-45
• /
• 2018

This study develops a model to estimate the economic life of the large-diameter water supply pipeline in Korea by supplementing existing methods used to perform similar calculations. To evaluate the developed methodology, the model was applied to the actual target area with the conveyance pipe in P waterworks. The application yielded an economic life computation of 39.7 years, considering the cost of damages, maintenance, and renewal of the pipeline. Based on a sensitivity analysis of the derived results, the most important factor influencing the economic life expectancy was the predicted failure rate. The methodology for estimating the economic life of the water supply pipeline proposed in this study is one of the core processes of basic waterworks facility management planning. Therefore, the methods and results proposed in this study may be applied to asset management planning for water service providers.

• 설비공학논문집
• /
• 제26권1호
• /
• pp.38-41
• /
• 2014

Fixture units and the diversity curve are used, in order to determine the required size of water supply pipe. However, the values of the National Plumbing Code, International Plumbing Code and National Standard Plumbing Code of America are not the same. The objective of this study is to comparatively analyze the fixture units and the peak flows of a 10th story office building, at any instant of time, according to the three codes.

• 한국수자원학회논문집
• /
• 제35권6호
• /
• pp.665-675
• /
• 2002

상수관망에서 관로파열을 예측하고 파열영향을 감소시키는 작업은 관망의 신뢰도와 밀접한 관계가 있다. 기존의 상수관망의 설계에서는 관로의 배치 및 각 관로에 대한 수리학적 능력 및 파열에 대한 영향이 고려되지 않았다. 본 연구에서는 도학을 이용하여 상수관망의 기하학적 구성상태에 따른 관로 파열에 대한 영향을 예측하고 영향을 감소시켜 상수관망의 신뢰도를 증가시킬 수 있는 방법을 제시하였다. 기존의 상수관망은 폐합관로를 이루고 있지만 특정관로가 파열되었을 경우 적정한 유량공급이 불가능하여 관망의 대부분의 절점에 심각한 수두감소와 같은 부작용이 발생할 수 있었다. 본 연구에서 개발된 관로파괴 영향해석 기법을 이용하여 관망 설계시 적절한 관경 및 관로를 배치를 구성하여 관로 파괴시 발생하는 수요절점에서의 극단적인 수두감소를 극복할 수 있었고 사용자들에게 안정적인 유량공급이 가능하여 보다 신뢰성 있는 상수관망 시스템이 될 수 있었다.

• 설비공학논문집
• /
• 제18권10호
• /
• pp.768-775
• /
• 2006

The water supply system has been designing by decision process such as calculation of water supply amount, capacity of water tanks and pumps, pipe size. Especially, when we estimate excessively water supply amount, the initial cost and running cost will increase according to enlargement of the water tank and pump capacity, and water quality of ground water tank can become worse. Therefore, calculation of water supply amount is basically most important factor. In order to calculate exactly water supply amount applying domestic real situation, we should set up basic data as well as study calculation methods. This research would consider calculation methods of water supply amount for school building through examine domestic and foreign basic data of water supply amount and characteristics of domestic school, and estimate daily water supply in high school.

• Water Engineering Research
• /
• 제1권1호
• /
• pp.63-74
• /
• 2000

This paper presents a two- phase search scheme for optimal pipe expansion of expansion of existing water distribution systems. In pipe network problems, link flows affect the total cost of the system because the link flows are not uniquely determined for various pipe diameters. The two-phase search scheme based on stochastic optimization scheme is suggested to determine the optimal link flows which make the optimal design of existing pipe network. A sample pipe network is employed to test the proposed method. Once the best tree network is obtained, the link flows are perturbed to find a near global optimum over the whole feasible region. It should be noted that in the perturbation stage the loop flows obtained form the sample existing network are employed as the initial loop flows of the proposed method. It has been also found that the relationship of cost-hydraulic gradient for pipe expansion of existing network affects the total cost of the sample network. The results show that the proposed method can yield a lower cost design than the conventional design method and that the proposed method can be efficiently used to design the pipe expansion of existing water distribution systems.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2005년도 추계 학술대회논문집
• /
• pp.39-44
• /
• 2005

In HANARO, a multi-purpose research reactor of 30 MWth, the emergency water supply system consists essentially of an emergency water storage tank located in the level of about thirteen meter (13 m) above the reactor core, a three inch ('3\%') diameter water injection pipe line including injection valves from the tank to the reactor cooling inlet pipe and a test loop to do periodic system performance test. When the water level of the reactor pool comes down to the extremely low due to a loss of reactor pool water accident the emergency water stored in the tank should be fed to the core by the gravity force and at that time the design flow rate is eleven point four kilogram per second (11.4 kg/s). But it is impossible periodically to measure the injection flow rate under the emergency condition because the normal water level should be maintained during the reactor operation. This paper describes a flow network analysis to simulate the flow rate under the emergency condition. As results, it was confirmed through the analysis results that the calculated flow rate agrees with the design requirement under the emergency condition.

• 청정기술
• /
• 제16권3호
• /
• pp.162-171
• /
• 2010

본 연구에서는 유기산, 무기산, 여러 첨가제들을 이용하여 옥내급수관의 스케일 제거에 적합한 환경친화적인 세정제를 개발하고자 연구를 수행하였다. 여러 유기산 중에서 oxalic acid, citric acid, malic acid 등의 경우 산화철 제거에 비교적 좋은 효율을 보였다. 이들 유기산들을 주축으로 하여 보조제를 첨가하여 옥내급수관 스케일의 주성분인 산화철 제거 평가실험을 하였다. 여러 첨가제 중에 비이온 계면활성제가 산화철 제거력 향상에 매우 뛰어남을 확인할 수 있었다. 그리고 산화철에 대해 높은 용해력을 보인 두 종류의 배합세정제 $F_1$과 $F_2$를 제조하였는데 배합세정제 $F_1$의 경우 유기산과 첨가제로만 이루어져 있어 기존의 화학세척제에 비하여 안전하고 환경친화적이지만 비교적 산화철 용해력이 조금 떨어졌고, $F_2$의 경우는 $F_1$에 무기산을 소량 첨가함으로 산화철 용해력을 보완해 줌으로써 보다 높은 산화철 세정력을 필요로 할 때 사용하는 것이 좋을 것으로 판단된다. 따라서 옥내급수관 세정 시 스케일의 정도에 따라 배합후보 세정제를 선택하는 것이 바람직하다고 판단된다.