• 한국농공학회논문집
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• 제46권3호
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• pp.3-14
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• 2004

A two-dimensional numerical model based on a finite volume method was formulated to solve the shallow water equations and applied for evaluating drainage characteristics at large-sized paddy fields. Manning roughness coefficient was calibrated using the observed inundating depths at drainage tests, and used for validating the model with the results from another drainage test. The simulated results were in good agreement with the observed inundating depths. The result of surface drainage showed that the longer width of the outlet was or the more the number of drainage outlet was, the shorter the drainage time was taken, and the larger the size of the field become, the longer the drainage time was taken, and the field shape had little effect on drainage time. To reduce the drainage time to 24 hours, the outlet is located lower than the elevation of the basin and small drainage ditch is constructed at the field. The results showed that the drainage time was taken short as the small drainage ditch was constructed. The comparison of drainage time as to the size of field constructed small drainage ditch showed the field, 100m ${\times}$ 200 m, can be drained in 24 hours.

• 상하수도학회지
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• 제25권6호
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• pp.869-875
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• 2011

Ministry of Environment has been promoting BTL business of the sewer rehabilitation which continues from 2005 up to now. Sewer rehabilitation is classified into three parts : wastewater pipe rehabilitation, rainwater pipe rehabilitation and drainage equipment rehabilitation. Drainage equipment rehabilitation is that drainage pipe connects wastewater pipe directly without water-purifier. In the drainage equipment construction, it is inevitable to have the damage of ground structures(wall, gate and U drain, etc) when an open excavation method is used. Therefore it is necessary to develop non-excavation method to connect drainage pipe and wastewater pipe like jacking method to avoid the damage of ground structure. This paper has conducted an analysis of the non-excavation method using a boring machine attached to backhoe, which is issued the verification certificate of environmental technology according to the Development of and Support for Environmental Technology Act, article.7. The index set in this analysis was sectionalized to the condition of construction, the grade of drainage pipe, the size of excavated hole, the amount of waste cement concrete and asphalt concrete and the benefit effect compared to open excavation method.

• 한국농공학회논문집
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• 제61권6호
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• pp.67-72
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• 2019

This study compared the theory of a culvert spacing and analytical results of the seepage flow for the subsurface drainage. i) If culvert spacing (Sc) is within 5 m, the unit drainage (q) is very larger; in contrast, if Sc is 5 m or more, there is very little drainage in the middle between drains. Therefore, the drain spacing should be within 5 m to ensure high drainage efficiency. ii) Since the planned culvert drainage increases linearly with the soil's permeability coefficient (k), k must be taken into account when determining the drain diameter by the planned culvert drainage. iii) As a result of analyzing the drainage performance of the absorbing culvert, the drainage performance is sufficient with the diameter of the corrugated drain pipe Dc = 50 mm at the length of the drain Lc = 100 m. iv) Therefore, if the drain spacing (Sc) is less than 5 m using the low-cost non-excavated drainage pipe method (${\Phi}50mm$ the corrugated drain pipe and fiber mat) rather than the conventional trench drain method (Sc > 10 m, Dc > 100 mm), uniform and high drainage efficiency can be ensured as well as low construction cost. v) The sub-irrigation+drainage culvert requires narrower drain spacing (Sc < 2-3 m) for irrigation. As a result of examining the condition of 35 mm in diameter (Dc) and 2~3 m in drain spacing, it is possible to apply the non-excavated drainage pipe method to the sub-irrigation+drainage culvert because drainage performance is sufficient at the drain length Lc = 50 m.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1267-1272
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• 2007

철도교량의 경우 교면방수 시공 후 방진매트, 궤도자갈 및 침목부설, 레일 설치 등의 후속공정이 뒤따르고, 시공 및 경제적인 여건으로 인해 위의 공정이 연속적으로 시행되지 못하고 일정 구간 단위로 후속공정이 이루어지는 특수성을 갖고 있다. 이로 인해 교면방수 시공 이후 표면의 노출이 장기화 되는 것이 불가피한 실정으로, 시간 경과에 따른 열화현상으로 인해 발수재의 분해 및 용출이 발생하여 방수시공 초기의 침투깊이를 유지하지 못하고 있는 경우가 많다. 이처럼, 철도교량이 갖고 있는 시공적인 특수성과 궤도자갈이 부설되지 않고 영구적으로 표면이 노출되는 부분을 고려한다면 표면의 장기적인 노출에도 방수성능이 저하되지 않는 내구성을 갖고 있는 방수공법을 선택하는 것이 무엇보다 중요하다고 할 수 있다. 본 연구의 목적은 장기간 표면노출에 따른 열화현상을 방지하는 열화억제형 방수공법(DRA방수공법)에 대하여 시험시공을 통한 객관적인 분석 결과를 도출하고, DRA 방수 공법의 KNOW-HOW를 습득하는 것으로, 이를 통하여 철도교량의 교면방수 열화현상으로 인해 발생하는 하자를 방지하여 잦은 보수와 보강으로 인한 경제적 손실을 최소화하고 현장에서의 시공관계자들이 방수공법을 선정하는데 따른 합리적인 판단 기준을 제공하는데 있다.

• 생물환경조절학회지
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• 제19권1호
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• pp.12-18
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• 2010

토마토를 대상으로 암면과 코이어를 사용한 자루재배에서 일사량제어와 배액전극제어법의 급액제어 능력을 실험한 결과, 배지 종류에 관계없이 일사량제어법에 비해 배액전극제어법에서 배지함수량과 배액량이 안정 적이었다. 총수확량과 상품과량은 배액전극제어법에서 많았으며, 동일한 급액제어 처리 안에서는 배지간 차이는 없었다. 당도는 급액제어 방법의 차이보다는 배지의 종류에 영향을 많이 받았다. 배액전극제어법은 펄라이트뿐만 아니라 암면과 코이어배지에서도 범용적으로 일사량제어법에 비해 유리한 것으로 나타났다.

• 설비공학논문집
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• 제17권5호
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• pp.452-458
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• 2005

In Korea, pumping pipe using gravity way by water is most popular method in drainage system. But, it is difficult to repair a drainpipe in this method because the drain pipe diameter is increased as using this method. In this research, we propose a new drainage system. The system aim for an adaptedness with buildings, freedom of plan, construction and renewal in water pipe equipments, etc. The new system is not need of incline of piping, and it uses drainage power that is changed potential energy by high velocity flow as making Siphonage at vertical pipe. Therefore, the diameter of piping can decreased than existing piping system established in the ceiling. Also because connecting position will be located at the lower part, it is changed the potential energy of drainage to the high velocity flow. In addition, drainage will be smooth because the fixture drain is linked by each drain pipes.

• 한국터널지하공간학회 논문집
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• 제17권6호
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• pp.675-683
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• 2015

주방식 지하구조물은 주방식 채광법의 개념을 이용한 지하구조물 건설 방법이다. 주방식 공법에서 배수는 터널의 싱글쉘 개념과 유사하며, 주방식 지하구조의 장기적인 안정화를 위해서 복공 뒷면의 지하수를 배수하여 지하수위를 사전 저감시키는 방식이 유효하다. 그러나 배수공에 의한 지하수위 저감 방식은 지하 굴착시 굴착면에 지하수압이 작용하지 않거나 발생 용수량이 크지 않다면 배수공은 필요치 않게 된다. 본 연구에서는 지하 굴착시 발생용수량에 따른 배수공 적용 유무를 검토하여 주방식 지하구조에서 배수공 적용 유무를 판단하는 기준을 제안하고자 하며, 배수공 적용이 불필요한 구간에 대해서는 숏크리트를 통한 유도 배수시스템을 제안하고자 한다.

• 펄프종이기술
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• 제38권5호
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• pp.31-37
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• 2006

This study was performed to find effective measuring methods of retention and drainage by comparing traditional measuring methods of Britt jar, Canadian standard freeness tester methods and recently developed RDA-HSF with multi-channel turbidimeter method. At the result, Multi-channel turbidimeter method was useful to measure retention and efficiency of multiple chemical dosing system. A system CSF equipped with the balance recorder was also useful to obtain dynamic drainage information including initial drainage rate and final drainage amount. Therefore, we consider these new measuring systems would be helpful to advance retention and drainage technology.

• 한국구조물진단유지관리공학회 논문집
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• 제5권2호
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• pp.183-190
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• 2001

A sub-structure is uplift if the floating greater than dead load of a structure. When such occasion arise, a structure sustain damage. In general, the measures for floating prevention of structure are a permanent anchor method and a drainage method. The primary construction cost of a permanent anchor method is heavy. And a drainage method is needed maintenance management long term. At this point, the measures for floating prevention of a notion being requires the other days. Therefore, at this study a simple construction and a economic vertical drainage system was developed. The findings be used in the in-situ and gave careful consideration to an application. The result of examination, this system considering a characteristic of coefficient of permeability for the ground controls occurrence of floating despite the water level rise of the ground, which a period of construction get shorter compared with other methods, which understood that measures satisfactory in the financial aspect. Especially, A structure occurring effects of flatting under the course of construction made use of it. As the result of the effect of it was confirmed by construction.

• 펄프종이기술
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• 제36권1호
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• pp.43-48
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• 2004

This paper suggests of utilizing both optimum coagulating and drainage conditions on mills to reduce the costs for sludge treatment of papermaking and transportation as well as leading to an effective treatment. It showed that CST method was much more effective than the time-consuming SRF since it compensated the demerits of the conventional drainage measuring method.