• 생태와환경
• /
• 제38권spc호
• /
• pp.58-61
• /
• 2005

Environmental polluting materials from road surface drainage are a significant nonpoint source influenced to the eutrophication of lake and ecosystems with a transport development in recent years. To elucidate the discharge characteristics, the changing patterns in concentrations of polluting materials such as suspended solid (SS), chemical oxygen demand (COD), nitrogenous and phosphorus nutrients in drainage waters, were investigated during rainfall. Load variation of COD concentration in drainage water samples was closely related to that of SS concentration. This indicates that SS contained a greater part of organic matter. A quite difference between the past pavement and the new well-drainage pavement system was observed in the concentrations of SS and COD in drainage waters. Appreciable concentrations of nitrite and nitrate were determined in drainage waters. The present results indicate that the drainage water from road surfaces is a significant nonpoint source, and that the well-drainage pavement system introduced to skid prevention has an effect on the decreases of pollutants.

• 터널과지하공간
• /
• 제18권1호
• /
• pp.10-19
• /
• 2008

대부분의 터널 침수사고는 파쇄대나 단층대 등과 같은 큰 투수성을 가진 구간에서 발생하는 막대한 용수와 관련이었다. 침수사고의 원인과 대책을 알아보기 위해 시공중 사고 사례를 연구하였으며, 사례분석 결과 침수가 사전에 예측되고 터널 굴착 전에 사전 배수가 이루어진다면 이러한 사고는 충분히 방지할 수 있는 것으로 나타났다. 이러한 분석 결과에 의하여 이 연구에서는 사전 지반조사와 사전 배수 개념에 의한 새로운 수평 배수 시스템을 제안하였다. 해저터널 시공중에 배수관에 의한 터널 막장의 수압 감소 효과를 분석하기 위해 침투류 해석을 실시하였으며, 배수 시스템의 성능을 분석하기 위해 배수 시스템 분석을 실시하였다. 해석 결과 제안된 사전 배수 시스템이 명백한 배수와 수압감소 효과를 나타났다. 따라서 이 시스템은 해저 터널에 적용되는 기존의 배수 시스템에 대한 대안으로 적용하는 것이 충분히 가능하다.

• 한국정보통신학회:학술대회논문집
• /
• 한국정보통신학회 2021년도 춘계학술대회
• /
• pp.126-129
• /
• 2021

기존의 배수설비 관리 시스템은 체계적으로 전산화되어 있지 않으며, 각 배수설비의 정보 및 위치 관리가 미흡하여 현장에서의 관리에 어려움을 겪고 있다. 현재 배수설비 관리에서는 수리 기사가 현장에서 QR코드를 인식하여 배수설비의 정보를 파악하고 있다. 이러한 방법은 현장에서 QR코드의 위치를 찾는데 어려움이 있고, QR코드 부착물의 분실 및 파손으로 인해 추가적인 유지보수비용이 든다는 문제점이 있다. 본 논문에서 제안하는 GPS 기반 배수설비 관리 시스템은 각 배수설비를 GPS 정보를 포함하여 저장, 관리하므로 현장에서 어플리케이션을 통해 사용자의 위치 데이터를 기반으로 배수설비의 위치 및 정보를 제공하는 방법을 사용할 수 있고, 웹 기반 관리 시스템에서 배수설비 및 하수관거 민원, 시설물의 관리를 함께 하여 배수설비 관리의 효율을 증가시킬 수 있다.

• 한국관개배수논문집
• /
• 제21권1호
• /
• pp.32-44
• /
• 2014

In Korea, global warming caused by the climate changes impacted on weather system with increase in frequency and intensity of precipitation, and the rainfall pattern changes significantly by regional groups. Furthermore, it is expected that the regional and annual fluctuation ranges of the rainfall in the future would be more severe. Nowadays, agricultural drainage system designed by the existing standard of 20-year return period and 2 days of fixation time cannot deal with the increment rainfall such as localized heavy rain and local torrential rainfalls. Therefore, it is required to reinforce the standard of the drainage system in order to reduce the agricultural flood damage brought by unusual weather. In addition, it is needed to improve the standard of agricultural drainage design in order to cultivate farm products in paddy fields as facility vegetable cultivation and up-land field crop have been damaged by the moisture injury and flooding. In order to prepare for the changes of rainfall pattern due to climate changes and improve the agricultural drainage design standards by the increase of cultivating farm products, the purpose of this study is to examine the impact of climate changes, the changes of relative design standard, and the analytic situation of agricultural flood damages, to consider the drainage design standard revision, and finally to prepare for enhanced agricultural drainage design standards.

• 농업과학연구
• /
• 제47권2호
• /
• pp.263-273
• /
• 2020

With the change of the agricultural environment (increased rice production, decreased rice consumption, and rice production policies), converting paddy fields into upland fields is an increasing trend. In terms of conversion into upland fields, subsurface drainage is one of the most important factors for good field crop growth. This study evaluates the performance of a subsurface drainage culvert system in paddy fields and reclaimed lands. The obtained results are briefly summarized as follows: 1) After a comparative evaluation of several subsurface drainage culvert systems, including excavated subsurface drainage and non-excavated subsurface drainage types, type 3 (non-excavated, perforated drain pipe 50 mm, filter mat B50 cm, subsoiling 70 cm and culvert spacing 5 m) shows relatively high values among four types in terms of effectiveness (subsurface discharge capability) and economic efficiency (construction cost). 2) Type 3 has proven that it is suitable for design standards of discharge capacity through field tests performed in paddy fields (three sites: Gong-geom, Gae-san, Juk-san) and reclaimed lands (two sites: Gum-ho, Mi-am). 3) In the experiment of Sesamum indicum growth according to the existence of a drainage system, Sesamum indicum growth with a subsurface drainage culvert system had good value in terms of plant shoot and root length, shoot fresh and dry weight, and root fresh and dry weight).

• 한국터널지하공간학회 논문집
• /
• 제21권4호
• /
• pp.573-585
• /
• 2019

본 연구의 목적은 운영 중인 콘크리트 지하구조물에서 발생하는 누수를 유도배수하기 위하여 시공성, 차수 및 유도배수 성능을 향상시킨 유도배수시스템을 제안하는 것이다. 기존 유도배수시스템에서 제기된 유도배수관의 시공성 및 누수를 개선하였다. 개선된 유도배수관을 적용한 유도배수시스템은 시공성, 차수 및 유도배수 성능에 대한 현장평가를 위하여 재래식 콘크리트 라이닝 터널에서 시험 시공되었다. 재령 3주, 6주, 9주, 11주, 14주, 17주 및 23주차에 개선된 유도배수시스템 배면에 약 1,000 ml 이상의 붉은색 물을 주입하여 유도배수시스템의 차수와 유도배수 성능을 평가하였다. 현장 성능평가 실험이 진행된 6개월 동안 터널이 위치한 지역의 일일 평균 온도는 $-12.4{\sim}19.7^{\circ}C$이며 일일 최저 온도는 $-17.2^{\circ}C$이고 일일 최고 온도는 $26.7^{\circ}C$였다. 현장 성능평가 실험이 진행되는 6개월 동안 개선된 유도배수시스템에서는 누수가 발생하지 않았다. 또한 개선된 유도배수관에서도 누수가 발생하지 않았다. 개선된 유도배수시스템은 누수가 발생하는 다양한 콘크리트 지하구조물에서 적용가능하며 계절적 영향도 거의 받지 않는 것으로 판단되었다.

• Environmental Engineering Research
• /
• 제18권3호
• /
• pp.117-121
• /
• 2013

For underpasses in Yeongjong Sky City business district, the guided drainage system, as a buoyancy prevention system has been designed, and is under construction. This paper investigates the safety of the guided drainage system for underpass structures being constructed in Yeongjong Sky City business district. This paper also calculates the amount of outflowing groundwater generated by the guided drainage system, and proposes alternative usages of the water. In order to investigate safety and field applicability of the guided drainage system for underpasses, characteristics of the surface flow for the area of interest have been analyzed, and the flow change of groundwater following the underpass structure construction has been evaluated using the 3-dimensional groundwater program MODFLOW. The influence of ground water on safety of the underpass structures has been calculated by FLAC2D analysis. For alternative usages for the outflowing groundwater generated by the guided drainage system, utilization methods of the outflowing groundwater in national and international resources have been researched. The amount of an outflowing groundwater to be generated in the area of interest has been analyzed, and efficient potential usages of this groundwater have been researched. When guided drainage technique is applied, the change in flow of groundwater must be evaluated and considered as safety factor relating to the buoyancy of the structure. As a result, safety factor demonstrated more than 1.2, meaning that the underpass structure is safe. The amount of subsoil drain generated by the guided drainage system was also analyzed. The quality and amount of water satisfied the standards and volume requirements, so as to make it applicable for a number of uses, such as X, Y, and Z, and should prove to be a valuable resource as the circumstances of the neighboring area change over time. These resources can be used as basic data for future urban water circulation studies, as well as generating research of alternative water usages.

• 한국터널지하공간학회 논문집
• /
• 제8권1호
• /
• pp.13-20
• /
• 2006

본 연구에서는 터널구조물 장대화로 인한 기존 배수시스템의 시공상의 어려움과 기능 저하문제 동을 해결하기위하여 바닥배수판을 이용한 새로운 터널배수시스템을 제안하고 성능평가를 위한 기초연구를 수행하였다. 제안된 배수시스템은 기존의 측방향 배수관, 횡방향 배수관 및 유공관 등이 생략 가능한 배수시스템이다. 그러나 바닥배수판의 형상 등을 고려한 통수능분석 및 설계기준 등이 정립되어 있지 않다. 따라서, 본 연구에서는 수리모형 실험을 통하여 바닥배수판의 돌기부 형상 및 위치와 유량조건별 통수능의 상관관계를 분석하였다. 바닥배수판 돌기부의 형상 및 유수방향 간격은 흐름에 대한 저항성 차이로 언하여 통수능에 큰 영향을 미치며, 앞뒤둥근형 돌기부 형상이 가장 통수능 확보에 유리한 것으로 나타났다. 또한 돌기부의 유수방향 간격이 좁을수록 바닥배수판의 통수능을 향상시킬 수 있다.

• 펄프종이기술
• /
• 제38권5호
• /
• pp.31-37
• /
• 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.

• 한국농공학회지
• /
• 제40권3호
• /
• pp.42-53
• /
• 1998

About 50 percent of irrigation and drainage facilities in our country are deteriorated as they were constructed over 40 years ago. Worsening the problems in function might be caused by these facilities' constant exposure to the elements. With these reason, efficient maintenance and management of irrigation and drainage facili- ties are required. A computerized system is tailored on the basis of the each characteristics'data of irrigation and drainage facilities. The unified management system to be introduced in this study is a package program consisting of three subprograms. Facility Management(FM) system, the first component, is a relational database system for image processing and registering the characteristics of irrigation and drainage facilities. The objective of this program is to manage the ledger of each facilities and to scan the characteristics of facilities. Telemeter(TM) system, the second component, monitors and processes the data from the sensors statistically. This system is preprogramed for the complete design of TC/TM system. Hydrological Data Management(HDM) system, the third component, executes the hydrological analysis using meteorological data. The unified management system can provide the latest information, such as image data, lists and items of facilities, and items of reforming and rebuilding etc., of the facilities to the manager. At the same time, this system can manage hydrological and meteorological data in realtime.