• Title/Summary/Keyword: distribution pipe

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Internal Corrosion Control of Drinking Water Pipes by pH and Alkalinity Control and Corrosion Inhibitor (수질제어 및 부식억제제에 의한 상수도관의 내부부식 제어)

  • Kuh, Sungeun;Woo, Dalsik;Lee, Doojin;Kim, Juwhan;Ahn, Hyowon;Moon, Kwangsoon
    • Journal of Korean Society of Water and Wastewater
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    • v.20 no.2
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    • pp.215-223
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    • 2006
  • The internal corrosion of water distribution systems is the main cause for the problem of the public health threat as well as water leakage in the damaged pipeline, red water, and odor and taste of the tap water. This study was examined the effect of chemicals used for pH and alkalinity control and corrosion inhibitors for producing the optimal corrosion control method. Corrosion study at different pH and alkalinity indicated that these control using alkaline chemicals was effective in corrosion rate, Fe release reduction, but examined to be increased in turbidity and corrosion-by-products(TTHMs) problems. The turbidity was slightly increased, requiring caution in controlling corrosion with $Ca(OH)_2$. At pH 9.0, TTHMs concentration is increased two times corn pared with non-control of pH. Using the pipe which had experienced 28 years of exposure, iron release was decreased with the corrosion inhibitor. Consequently, pH, Alkalinity control method using alkaline chemicals must be complemented by corrosion inhibitor application for efficient corrosion control.

Skeletonization of Complex Water Distribution System (상수관망시스템의 골격화 방안 연구)

  • Choi, Jeong Wook;Kim, Kyung Wan;Kang, Doosun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.157-157
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    • 2015
  • 최근 들어, 송 배수 시스템의 펌프운영을 최적화하여 운영비용을 절감하기 위한 연구가 활발히 진행되고 있다. 펌프운영을 모의하기 위해서는 수 일간의 시간모의가 필수적이며, 최적화 알고리즘 등과의 연계를 통한 시뮬레이션이 필요한 경우가 많다. 하지만, 대규모 네트워크의 경우 관로 및 절점의 수가 수천, 혹은 수 만개에 달해 수리해석 및 최적화에 소요되는 시간이 길어지는 문제가 발생한다. 이에 본 연구에서는 효율적인 수리해석을 위해 상수관망 네트워크를 골격화(skeletonization)하는 방법을 제안한다. 상수관망시스템의 골격화는 본래의 상수관망 수리 거동을 변화시키지 않는 범위에서 관로와 절점의 삭제, 통합을 통해 복잡한 상수관망을 단순화하는 과정이다. 이러한 골격화 방법은 단순골격화 방법과 등가길이관 방법(Equivalent Length Pipe Method)으로 구분할 수 있다. 단순 골격화 방법은 해당 상수관망 수리해석에 큰 영향을 미치지 않는 소구경관을 삭제하거나, 특정 구역의 여러 수요절점을 하나의 수요절점으로 통합하는 방법이다. 등가길이관 방법은 관경과 연장이 상이한 복수의 관에 동일한 유량이 흐르는 경우, 관경, 연장, 조도계수 등을 조절하여 동일한 수두 손실이 발생하는 하나의 관으로 통합하는 방법이다. 국내에 실제 운영되고 있는 지방상수도를 대상으로 골격화를 진행하였으며, 수리해석 프로그램은 미국 환경청에서 개발한 EPANET을 사용하였다. 본 연구에서 개발한 골격화 기법을 통해 대규모 상수관망의 해석에 소요되는 시간을 단축할 수 있으며, 실제 상수관망의 운영에 도움이 될 것으로 기대한다.

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Numerical Investigation on Wall Flow Control for Preventing Contaminants Deposition inside a Duct (덕트 내 오염물질 퇴적 방지를 위한 벽면유동 제어에 관한 해석적 연구)

  • Lee, Banguk;Lee, Jeekeun
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.25 no.5
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    • pp.261-268
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    • 2013
  • Technologies for preventing contaminants deposition are a key issue in a modern duct system. When particulate matters deposit inside the exhaust pipes, which are widely used in the Urea-SCR system to reduce $NO_x$ emission from heavy duty diesel engines, many problems arise associated with increased flow resistance and corrosion. Therefore, the development of the urea deposition avoidance technologies is being treated as an important issue of the Urea-SCR system. An analytical study was carried out to investigate the effects of the wall flow around the mixer with the variation of the mixer housing surrounding and supporting the mixer, which is designed to increase the wall flow and then to reduce droplet deposition. The housing angles and the position of the mixer were changed:angles of $0^{\circ}$, $1^{\circ}$, $2^{\circ}$, and $3^{\circ}$, and mixer positions of 0 L, 0.5 L, and 1 L. The axial velocity distributions, maximum velocity, the half-width, and momentum distribution of the wall flow were investigated to examine the effect of the mixer-housing assembly geometry.

A Study on the Korean Ondol-System Application in Apartment Houses (공동주택의 한국형 온돌시스템 적용에 관한 연구)

  • Ahn, Min-Hee;Choi, Chang-Ho;Yu, Ki-Hyung;Cho, Dong-Woo
    • Proceedings of the SAREK Conference
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    • 2006.06a
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    • pp.860-865
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    • 2006
  • The traditional Korean Ondol System that is a radiant floor heating system was made as warm floor and cool indoor temperature. Nowaday, Ondol is developed as the hydronic floor heating system. But unbalance of floor temperature and indoor temperature is occurred bocause strengthen thermal insulation and airtightness in building changes thermal performance. To solve these problems, we examine actual indoor environment of heating system methods in existing apartments and present the new method of floor heating system. The existing heating system made definite indoor temperatures but floor temperatures that is $22^{\circ}C-26^{\circ}C$ was maintained. To solve these problems, we adopted the differential heating system which made warm area and cool area. A differential heating system was made different pitches of heating pipe in single zone and ratio of warm area to cool area is 1 to 2. As a result of experiments, warm area temperature is $40.7^{\circ}C$, cool area temperature is $36.1^{\circ}C$. A difference of temperature between both area is 4K. A distribution of indoor vertical temperature is similar to both warm area and cool area.

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Effect of Spherodizing Heat-treatment Time on Microstructure and Mechanical Property in Accelerated Cooling-treated API-X70 Steel (가속냉각처리한 API-X70강의 미세조직과 기계적 특성에 미치는 구상화 열처리시간의 영향)

  • Bae, Dong-Su
    • Journal of the Korean Society of Industry Convergence
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    • v.24 no.5
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    • pp.525-530
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    • 2021
  • The purpose of this study was to investigate the effect of spherodizing heat treatment holding time on the microstructure and mechanical properties of the accelerated cooling-treated API X70 steel, which is mainly used as a structural material for line pipe steel for natural gas pipes. The accelerated cooling-treated API X70 steel was spherodizing treated at 700℃ for 12~48 h. The microstructure was observed using an OM and a FEG-SEM, and mechanical properties were obtained by tensile test. The microstructure of the API X70 steel was banded in the hot rolling direction, and the polygonal ferrite(PF) adjacent to pearlite(P) has mainly a fine size, and coarse PF and fine acicular ferrite were formed in the middle of P and P. As the spherodizing treatment time increased, the number of carbide particles decreased and its distribution interval increased, and the ferrite grain size was coarsened. The tensile strength decreased and the ductility increased with spherodizing treatment time, and the yield point elongation was disappeared in a stress-strain curve after the spherodizing treatment.

Numerical study of oxygen transport characteristics in lead-bismuth eutectic for gas-phase oxygen control

  • Wang, Chenglong;Zhang, Yan;Zhang, Dalin;Lan, Zhike;Tian, Wenxi;Su, Guanghui;Qiu, Suizheng
    • Nuclear Engineering and Technology
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    • v.53 no.7
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    • pp.2221-2228
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    • 2021
  • One-dimensional oxygen transport relation is indispensable to study the oxygen distribution in the LBE-cooled system with an oxygen control device. In this paper, a numerical research is carried out to study the oxygen transport characteristics in a gas-phase oxygen control device, including the static case and dynamic case. The model of static oxygen control is based on the two-phase VOF model and the results agree well with the theoretical expectation. The model of dynamic oxygen control is simplified and the gas-liquid interface is treated as a free surface boundary with a constant oxygen concentration. The influences of the inlet and interface oxygen concentration, mass flow rate, temperature, and the inlet pipe location on the mass transfer characteristics are discussed. Based on the results, an oxygen mass transport relation considering the temperature dependence and velocity dependence separately is obtained. The relation can be used in a one-dimensional system analysis code to predict the oxygen provided by the oxygen control device, which is an important part of the integral oxygen mass transfer models.

The Characteristics of Waves on the Steep Sloping Sea Bottom (급경사 해저면에 대한 파랑의 반응특성)

  • Yeom, W.G.;Lee, J.W.
    • Journal of Korean Port Research
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    • v.6 no.2
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    • pp.43-64
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    • 1992
  • This study discusses the interacting with deep water waves approaching from deep water based on the linear wave theory and steep sloping sea bottom floor by the numerical procedure. The results of particular interest are particle velocity and acceleration in x, y, z direction wave height amplification factor reflection coefficient and dimensionless pressure distribution on the steep sloping bottom with respect to the various incident wave angle. The wave loads relative to various bottom slopes, incident wave angles and wave periods on submerged breakwater and pipe are represented in comparison with mild sloping bottom the wave load parameters on the steep sloping bottom seemed to be influenced by variation of incident wave angle. In general the particle velocities and accelerations in x, y, z directions on the steep sloping bottom represented larger value or about two than those on the mild sloping bottom according to incident wave angle. However, the wave height amplification factors did not show distinct difference, but the slight variation with respect to the various incident angle showed on mild sloping bottom. The reflection coefficient increased with respect to increase of the incident angle on the steep sloping bottom the results also indicate that the very steep sloping beach produces a rather substantial amount of reflection as we expected. No significant variation of wave pressure was shown on the steep sloping bottom but it represented a certain amount of variation on the mild sloping bottom according to the various incident wave angle. The analysis at the OTEC site also showed similar results.

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Analysis of underground post-tensioned precast concrete box utility tunnel under normal fault displacement

  • Wu, Xiangguo;Nie, Chenhang;Qiu, Faqiang;Zhang, Xuesen;Hong, Li;Lee, Jong-Sub;Kang, Thomas H.K.
    • Computers and Concrete
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    • v.29 no.2
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    • pp.69-79
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    • 2022
  • For long underground box utility tunnels, post-tensioned precast concrete is often used. Between precast tunnel segments, sealed waterproof flexible joints are often specified. Fault displacement can lead to excessive deformation of the joints, which can lead to reduction in waterproofing due to diminished contact pressure between the sealant strip and the tunnel segment. This paper authenticates utilization of a finite element model for a prefabricated tunnel fault-crossing founded on ABAQUS software. In addition, material parameter selection, contact setting and boundary condition are reviewed. Analyzed under normal fault action are: the influence of fault displacement; buried depth; soil friction coefficient, and angle of crossing at the fault plane. In addition, distribution characteristics of the utility tunnel structure for vertical and longitudinal/horizontal relative displacement at segmented interface for the top and bottom slab are analyzed. It is found that the effect of increase in fault displacement on the splice joint deformation is significant, whereas the effects of changes in burial depth, pipe-soil friction coefficient and fault-crossing angle on the overall tunnel and joint deformations were not so significant.

Analysis of Land Subsidence Risk Factors Considering Hydrological Properties, Geomorphological Parameters, and Population Distribution (수문 및 지형특성과 인구분포를 고려한 지반침하 발생 평가인자 분석)

  • Ye-Yeong Lee;Dahae Lee;Eun-Ji Bae;Chung-Mo Lee;Hanna Choi
    • Journal of Soil and Groundwater Environment
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    • v.28 no.6
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    • pp.45-57
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    • 2023
  • To assess land subsidence estimation and preparedness in the Geum River basin, this study applied GIS techniques and identified six key areas. The Geum River basin has experienced an increase in heavy rainfall since late 2010, and four study areas have shown an increase in groundwater levels. Land subsidence primarily occurred from June to September, with higher rainfall years in 2020 and 2023. Approximately 83.6% of land subsidence in Chungcheongbuk-do province occurred in Cheongju-si, mainly attributed to aging sewage pipes. The regions experiencing population growth have likely led to the construction of underground infrastructures and sewer pipes. Thus, it is considered that various factors, including sewage pipe leaks, precipitation, slope gradient, low drainage density, and groundwater level fluctuations, have contributed to land subsidence. Improving land subsidence estimation involves incorporating additional natural factors and human activities.

On the snap-buckling phenomenon in nanocomposite curved tubes

  • Dan Chen;Jun Shao;Zhengrong Xu;Hadi Babaei
    • Structural Engineering and Mechanics
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    • v.89 no.1
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    • pp.13-22
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    • 2024
  • The nonlinear snap-through buckling of functionally graded (FG) carbon nanotube reinforced composite (CNTRC) curved tubes is analytically investigated in this research. It is assumed that the FG-CNTRC curved tube is supported on a three-parameter nonlinear elastic foundation and is subjected to the uniformly distributed pressure and thermal loads. Properties of the curved nanocomposite tube are distributed across the radius of the pipe and are given by means of a refined rule of mixtures approach. It is also assumed that all thermomechanical properties of the nanocomposite tube are temperature-dependent. The governing equations of the curved tube are obtained using a higher-order shear deformation theory, where the traction free boundary conditions are satisfied on the top and bottom surfaces of the tube. The von Kármán type of geometrical non-linearity is included into the formulation to consider the large deflection in the curved tube. Equations of motion are solved using the two-step perturbation technique for nanocomposite curved tubes which are simply-supported and clamped. Closed-form expressions are provided to estimate the snap-buckling resistance of FG-CNTRC curved pipes rested on nonlinear elastic foundation in thermal environment. Numerical results are given to explore the effects of the distribution pattern and volume fraction of CNTs, thermal field, foundation stiffnesses, and geometrical parameters on the instability of the curved nanocomposite tube.