• Title/Summary/Keyword: Forced drainage

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Field Test of Mitigation Methods for Stray Currents from DC Electric Railroad(2) Rapid Potential-Controlled Rectifier (직류전기철도 전식대책 실증실험(2) 속응형 정전위 정류기)

  • Ha, Yoon-Cheol;Ha, Tae-Hyun;Bae, Jeong-Hyo;Lee, Hyun-Goo;Kim, Dae-Kyeong;Choi, Jeong-Hee
    • Proceedings of the KIEE Conference
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    • 2007.10c
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    • pp.217-219
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    • 2007
  • With the wide spread of direct current(DC) electric railroads in Korea, the stray current or leakage currents from negative return rails become a pending problem to the safety of nearby underground Infrastructures. The most widely used mitigation method for this interference is the stray current drainage method, which connects the underground metallic structures to the rails with diodes (polarized drainage) or thyristor (forced drainage). This method, however, inherently possesses some drawbacks such as an increase of total leakage torrents from rails, expansion of interference zone, etc. In order to resolve these drawbacks, we developed a rapid potential-controled rectifier and applied to a depot area where stray current inference is very severe. The effect of this method was analyzed from the field tell data and we suggest this method can be an excellent alternative to the drainage-bond-based mitigation methods.

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The Specific Resistance Analysis and Measurement of the Ground at the site of the Anode Laying for the Electrolytic Protection for the Electrical Anticorrosive (전기방식용 양극 매설부지 대지 비저항 측정 및 분석)

  • Hong, Sung-Taek;Shin, Gang-Wook;Lee, Dong-Keun;Lee, Eun-Chun
    • Proceedings of the KIEE Conference
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    • 2005.07e
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    • pp.115-117
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    • 2005
  • The electrolytic protection is classified according to the current supplied. And there are the Sacrificial Anode System, the Impressed Current System, the Polarized Drainage System, the Forced Drainage System. This study is intended to design and analyze the electrolytic protection at water transmission pipes which is occurred the corrosion, and to show the methods protecting corrosions at water transmission pipes.

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A Review of Airway Clearance Technique (기도청결 기법(Airway Clearance Technique)에 관한 고찰)

  • Kim Kyoung
    • The Journal of Korean Physical Therapy
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    • v.16 no.1
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    • pp.1-13
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    • 2004
  • Airway clearance technique are used to aid in mucus clearance in a variety of disease states. In this review I discuss airway physiology including airway mucus, action of airways, and airway resistance and review the literature and theory regarding forced expiratory technique, active cycle of breathing technique, and autogenic drainage. Also, I look at the appropriate device such as positive expiratory pressure mask(PEP mask), Flutter, and HFCWO(Vest system) which can be applied in the field of respiratory physical therapy. This study is provided as the basic resource regarding the application method of respiratory physical therapy.

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Suitability Assessment and Maintenance Planning of the Guided Drainage Method on Underpass Structure (유도배수공법을 적용한 지하차도 설계 및 유지관리방안)

  • Jin, Kyu-Nam;Lee, Jung-Min;Kim, Young-Jin;Park, Jae-Hyeon;Cho, Gye-Chun
    • Land and Housing Review
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    • v.3 no.1
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    • pp.97-109
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    • 2012
  • For the design of underpass structures, -1.0m(G.L) ground water level guideline for the design of railway, subway, utility tunnel etc, is still being used in Korea. As a result, the underpass structure can be forced by buoyancy, and therefore the in-situ buoyancy anchor method is usually being applied to prevent the uplifting force. For the Yeongjongdo sky city project, the drainage method was applied to remove the buoyancy force. In this study we estimate the efficiency and safety of the applied design and propose the detailed guidelines for standard design and maintenance of the guided drainage technique. Especially, the auxiliary pumping well was operated to maintain the ground water level around the underpass. In the study site, the applied guided drainage method has advantages in both engineering and economic aspects.

Analysis of Nutrients Balance during Paddy Rice Cultivation (수도재배시 논에서의 영양물질 수지 분석)

  • Hwang, Ha-Sun;Jeon, Ji-Hong;Ham, Jong-Hwa;Yoon, Chun-Gyeong
    • Korean Journal of Ecology and Environment
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    • v.36 no.1 s.102
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    • pp.66-73
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    • 2003
  • Field experimental study was performed to evaluate water and nutrient balances in paddy rice culture. The water balance showed that outflow generally balanced the inflow showing that about half (47${\sim}$54%) of total outflow was lost by surface drainage. No significant effect of fertilization rate was observed from three treatments (150%, 100%, and 70% of standard fertilization) on both rice yield and nutrient outflow from surface drainage. Therefore, reducing nonpoint source nutrient loading by reducing fertilization may not work well in the range of normal paddy rice farming practice, and instead it could be achieved by reducing surface drainage outflow. Water-saving irrigation by reducing pending depth, raising ridge height in rice field, and minimizing forced surface drainage are suggested to reduce surface drainage outflow. These practices can save water and protect water quality, however, deviation from conventional standard practices might affect the rice yield and further investigations are necessary. It was demonstrated that rainfall affects nutrient net outflow and paddy rice culture might be beneficial to wafer quality protection under normal rainfall condition.

Effects of fended-Water Depth and Reclaimed Wastewater Irrigation on Paddy Rice Culture (담수심과 오수처리수 관개가 벼재배에 미치는 영향)

  • 윤춘경;황하선;정광욱;전지홍
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.45 no.4
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    • pp.55-65
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    • 2003
  • Pilot study was conducted to examine the effects of ponded-water depth and reclaimed wastewater irrigation on paddy rice culture. For the ponded-water depth effect, three treatments of shallow, traditional, and deep water depths were applied, and each treatment was triplicated. The irrigation water for the treatment pots was an effluent from constructed wetland system for sewage treatment, while the control pot was irrigated with tap water kept traditional ponded-water depth. Irrigation water quantity varied with ponded-water depth as expected and drainage water quantity also varied similarly, which implies that shallow irrigation might save irrigation water and also reduce environmental impacts on downstream water quality. Rice growth and production were not significantly affected by ponded-water depth within the experimental condition, instead there was an indication of increased production in shallow and deep ponded-water depths compared to the traditional practice. Raising drainage outlet to the adequate height in paddy dike might be beneficial to save water resources within the paddy field. There was no adverse effect observed in reclaimed wastewater irrigation on the rice production, and mean yield was even greater than the control pots with tap water irrigation although statistically not significant. Water-saving irrigation by shallow ponded-water depth, raising the outlet height in diked rice paddy fields, minimizing forced surface drainage by well-planned irrigation, and reclaimed wastewater irrigation are suggested to save water and protect water quality. However, deviation from traditional farming practices might affect rice growth in long term, and therefore, further investigations are recommended before full scale application.

A Study on the Corrosion Control and Protection of 154kV Underground Pipe-type Oil Filled (POF) Cable (154kV 지중 POF 케이블의 부식방지(腐蝕防止)에 관한 연구(硏究))

  • Lee, D.I.;Kim, J.B.;Jeong, D.W.;Kim, D.K.;Lee, J.B.;Jeong, S.H.
    • Proceedings of the KIEE Conference
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    • 1990.11a
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    • pp.161-165
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    • 1990
  • KEPCO has experienced eight oil leakage failures due to POF cable corrosion in the 154KV underground POF cable transmission line since the line was operated in 1976. Experimentally, We have verified that the cause of the failure is electrolytic corrosion of the cable owing to subway leakage current. For the countermeasure, We adopted the total Cathodic Protection System by the use of Victim Anode, Forced Drainage Method and Impressed Current Method with polarization cell.

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The Corrosion Control Method for the Stray Current of Subway on Underground Gas Pipeline (지하철의 표유전류에 대한 가스배관의 전식대책법)

  • Ha, Tae-Hyun;Lee, Hyun-Goo;Bae, Jeong-Hyo;Kim, Dae-Kyeong;Ha, Yoon-Cheol
    • Proceedings of the KIEE Conference
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    • 2003.11a
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    • pp.382-384
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    • 2003
  • In case of parallel running with underground gas pipeline and subway, stray current of subway makes a interference on gas pipeline. This interference is one of the reason of gas pipeline corrosion. So, the high speed response rectifier was developed in order to mitigate a interference. In this paper, the field test result of proposed rectifier is presented. The effect of an alternative in stead of the forced drainage system is also presented.

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Surgical Outcomes of Pneumatic Compression Using Carbon Dioxide Gas in Thoracoscopic Diaphragmatic Plication

  • Ahn, Hyo Yeong;Kim, Yeong Dae;I, Hoseok;Cho, Jeong Su;Lee, Jonggeun;Son, Joohyung
    • Journal of Chest Surgery
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    • v.49 no.6
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    • pp.456-460
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    • 2016
  • Background: Surgical correction needs to be considered when diaphragm eventration leads to impaired ventilation and respiratory muscle fatigue. Plication to sufficiently tense the diaphragm by VATS is not as easy to achieve as plication by open surgery. We used pneumatic compression with carbon dioxide ($CO_2$) gas in thoracoscopic diaphragmatic plication and evaluated feasibility and efficacy. Methods: Eleven patients underwent thoracoscopic diaphragmatic plication between January 2008 and December 2013 in Pusan National University Hospital. Medical records were retrospectively reviewed, and compared between the group using $CO_2$ gas and group without using $CO_2$ gas, for operative time, plication technique, duration of hospital stay, postoperative chest tube drainage, pulmonary spirometry, dyspnea score pre- and postoperation, and postoperative recurrence. Results: The improvement of forced expiratory volume at 1 second in the group using $CO_2$ gas and the group not using $CO_2$ gas was $22.46{\pm}11.27$ and $21.08{\pm}5.39$ (p=0.84). The improvement of forced vital capacity 3 months after surgery was $16.74{\pm}10.18$ (with $CO_2$) and $15.6{\pm}0.89$ (without $CO_2$) (p=0.03). During follow-up ($17{\pm}17$ months), there was no dehiscence in plication site and relapse. No complications or hospital mortalities occurred. Conclusion: Thoracoscopic plication under single lung ventilation using $CO_2$ insufflation could be an effective, safe option to flatten the diaphragm.

A Surveying on the Sewage System in Seoul (수도권 하수방제 방식에 관한 조사 연구)

  • 남궁악
    • Water for future
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    • v.15 no.2
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    • pp.11-22
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    • 1982
  • This study is to find out the reasonable drainage system of sewerage in connection with the geographical conditions, the form of city, and the problem of sewerage in and around Seoul. (1) In supplying the sewerage sewer, the separating system is desirable in connection with the problem of sewerage disposal in future. However, in the existing urban district, the conjunction system is used because of the large amount invested according to the diversion of the sewer of the separation system and the influence of the traffic communication. The sewer of the separating system should be used in the case of the fundamental reconstruction of structure as the redevelopment of the urban district or the subway and new-development of area. Therefore, the separating system should be used completely until the goal year. (2) Drainage area was divided for the natural flowing, considering that the 38 streams and topography paly a role of the main stream of drainage. There are the branches, Guyui, Dug-island, Jayang, Hannam, Banpo, Amsa whose divisions are impossible. In these branches, the drain planning was suggested a forced control method by using the exiting pond age and the pumping station. (3) The best available method which improbes the water quality in Han river is as follows. The sewerage is catched and carried to the sewerage disposal plant by establishing the intercept sewer in both or one side of stream. At the same time, the groudwater volume which springs in each stream is drained separatively.

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