• 상하수도학회지
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• 제13권2호
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• pp.82-88
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• 1999

This study was to evaluate disinfection efficiency of chlorine and chloramine as secondary disinfectants in the distribution systems. Indicator organism, HPC in the suspended and attached were measured for copper, galvanized steel, PVC, and carbon steel pipes. For suspended microorganism, the PVC pipe was markedly dense among the assessed pipe materials. The attached microorganism was markedly equivalent roughness of pipe materials. In copper and galvanized pipes, chloramine was more effective that free chlorine to disinfect suspended microorganism in the contact time of 2 hours. The contact time for the 99% inactivation of suspended microorganism by chloramine was longer than that of free chlorine. Regardless of pipe materials, chloramine was effective on both disinfection efficiency and 99% inactivation time for attached microorganism. In conclusion, chloramine which is good disinfectant for long contact time was recommended as secondary disinfectant in distribution system.

• 한국표면공학회:학술대회논문집
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• 한국표면공학회 1999년도 춘계학술발표회 초록집
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• pp.81-81
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• 1999

• 생물환경조절학회지
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• 제29권2호
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• pp.196-201
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• 2020

파이프 골조 온실의 내구성 증대를 위하여 4가지의 부식방지 처리를 한 파이프를 실험온실 내부에 설치하여 20년경과 후 표면부식 상태와 강도 변화 실험을 실시하였다. 대기 중에 노출된 지상부위에서 무처리 파이프는 강도가 1.3%정도 줄었지만 다른 처리와의 차이는 거의 없는 것으로 나타났다. 지하 매설부위에서 중방식 처리한 파이프의 강도는 0.6%정도 줄어 거의 변화가 없었으나 무처리는 15.7% 감소하는 것으로 나타났다. 그리고 방청 페인트나 아스팔트 도포는 4.2~4.4%정도 감소하는 것으로 나타났다. 지상부위는 모든 시료에서 심한 부식상태를 보이지 않았다. 중방식 처리는 변화가 없었고, 방청페인트 처리도 녹은 발견되지 않고 약간의 변색만 있었다. 아스팔트 도포는 검게 변색되고 약간의 녹이 발견되었으며, 무처리는 표면의 20~30%정도가 녹슨 것으로 나타났다. 지하 매설부위 무처리 파이프의 경우에는 전체가 완전히 녹슬어 있었고, 아스팔트 도포한 파이프도 표면의 80~90%가 녹슬어 있었다. 방청페인트 처리는 20~30%정도 녹슬어 있었고, 중방식 처리는 거의 변화가 없었다. 중방식 처리는 지하 매설부위에서도 확실한 부식 방지 효과를 보이는 것을 확인할 수 있었고, 방청페인트 처리도 어느 정도 부식 방지 효과를 나타내고 있으므로 현장에 적용할 수 있을 것으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.373-378
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• 2000

Zinc galvanized steel plates(sections) of annular corrugations have been used in buried steel culverts. These structures are referred to by a variety of names such as flexible pipes, buried pipes, soil-steel bridges, corrugated steel culverts, and etc. Buried corrugated steel structures show flexible behaviour under the soil load. compared with concrete box structures. Finite element analysis was performed to suggest the reasonable connecting method between the flexible steel culverts and the rigid concrete box. It was predicted that perfectly constrained connections could induce the excessive stress in steel plates. Therefore elastic bearing connections that allow vertical displacement at the connecting point were applied.

• Corrosion Science and Technology
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• 제8권1호
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• pp.40-43
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• 2009

We investigated the corrosion resistance of Zn and Cu coated steel pipes as a substitute for Cu pipe in an air-conditioner system. In addition, the galvanic corrosion tendency between two dissimilar metal parts was studied. The corrosion resistance of the Cu electroplated steel was similar to that of Cu, while the corrosion rate of the Zn electro- galvanized and the galvalume (Zn-55 % Al) coated steels was much higher and not suitable for Cu substitute in artificial sea water and acidic rain environments. Furthermore, the galvanic difference between Cu electroplated steel and Cu was so small that the Cu coated steel pipe can be used as a substitute for Cu pipe in an air-conditioner system.

• 한국표면공학회지
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• 제27권6호
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• pp.347-358
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• 1994

Estimation of durability for corrugated steel pipe(CSP) has been evaluated by using several analytical methods. This study, using a plain hot-dip galvanized CSP as the base line, addresses additional coatings such as polymers sand bituminous coatings that may be used to achieve a desired design life of at least 50years. The behavior of both the soil side and the effluent side of the pipe have been studied. It is estimated that CSP generally provides outstanding dura-bility with regard to soil side effects, and that virtually any required service life can be attained by selecting appropri-ate coatingss and/or thickness of steel substrate. This study is limited to storm drainage systemss carrying naturally oc-curring surface water only. The recommendation in this report do not apply to sanitary or industrial waste sewers or other conduits used to carry corrosive effluents.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.301-302
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• 2023

In this study, we aimed to identify changes in fire resistance according to the type of sleeves used for pipe penetrations and to examine their accreditation of fire resistance performance and use them as basic data. The test results of fire resistance according to the type of sleeve used in non-metallic pipe facilities showed that the temperature on the support side was higher for sleeves with higher thermal conductivity. For the temperature on the surface of the pipes, in the case of galvanized steel plates, steel pipes, and structures without sleeves, the highest temperature was observed after the expansion of the firestop material for 46 to 53 minutes and then decreased. PVC sleeves showed a steady increase in temperature until 53 minutes, after which the temperature did not increase further. In addition, for non-metallic pipes, the effect of the type of sleeve on fire resistance is considered to be insignificant because the lower part (heating direction of the furnace) under the support structure is cut off to block the heat during the two-hour fire resistance test.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.175-180
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• 2005

Experiments on the improvement in durability of pipe framework for plastic greenhouse were carried out. Effect of protection treatment such as primer and paint coating for new pipes and old rusted ones were evaluated by change of rusty degree and yield strength. The experiments have been conducted during five years until now but it was too short to find the clear differences. However, there was a little improvement in durability of greenhouse pipes by painting after removal of rust. And also component and corrosion characteristics of pipes being used in greenhouses were analyzed, and several countermeasures for protection from corrosion were reviewed.

• 한국강구조학회 논문집
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• 제19권2호
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• pp.171-179
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• 2007

본 논문은 유전자 알고리즘을 근거한 이산최적설계 알고리즘에 의한 온실구조용 최적설계 프로그램을 개발하였다. 최적기법은 이산화 최적기법에 효과적인 유전자알고리즘을 근거로 하였다.본 연구에서 목적함수는 온실 구조물의 중량이고, 제약조건식은 한계상태설계기준에 대한 설계 제한식이다. 설계변수는 KSD 3760 농업용 아연도강관이다. 온실구조의 경제적인 구조설계나 안정성평가에 대한 기준을 제시하고자 하였다. 또한 온실구조자재의 표준화 및 규격화연구에 기여하고자 하였다. 본 연구의 유전자 알고리즘에 의한 온실구조용 이산화 최적설계 프로그램의 적용을 위해 설계 예를 들었다.

• Environmental Engineering Research
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• 제14권3호
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• pp.195-199
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• 2009

A series of laboratory-scale corrosion experiments was carried out to observe the effect of dissolved oxygen (DO) in the presence of other water quality parameters, such as hardness, Cl-, and pH using various pipe materials. In addition, a simulated loop system was installed at a water treatment plant for pilot-scale experiment. Laboratory-scale experiment showed that corrosion rates for galvanized steel pipe (GSP), carbon steel pipe (CSP), and ductile cast iron pipe (DCIP) were decreased to 72%, 75%, and 91% by reducing DO concentration from 9${\pm}$0.5 mg/L to 2${\pm}$0.5 mg/L. From the pilot scale experiment, it was further identified that the average ionization rate of zinc in GSP decreased from 0.00533 to 0.00078 mg/$cm^2$/d by controlling the concentration of DO. The reduction of average ionization rate for copper pipe (CP) and stainless steel pipe (SSP) were 71.4% for Cu and 63.5% for Fe, respectively. From this study, it was concluded that DO could be used as a major parameter in controlling the corrosion of water pipes.