• Title/Summary/Keyword: drainage method

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New Technique for Surgery of Petrous Apex Cholesterol Granuloma

  • Kim, Eal-Maan;Nam, Sung-Il
    • Journal of Korean Neurosurgical Society
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    • v.41 no.5
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    • pp.347-351
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    • 2007
  • The authors present a new technique for surgery of cholesterol granuloma [CG] at the petrous apex. An epidural middle fossa approach is used to expose and remove the cyst, with silicon tube drainage into the sphenoid sinus via the anterolateral cavernous sinus triangle between the first and second divisions of the trigeminal nerve. This novel method is less invasive skull base approach to the petrous apex and very effective for minimizing recurrence of CGs within the petrous apex.

Prediction of Excess Pore Water Pressure of Reservoir Embankment Considering Fill and Ponding (성토하중과 수위변화를 고려한 저수지의 과잉공극수압 예측)

  • Lee, Dal-Won;Min, Hag-Gyou
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.1212-1221
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    • 2010
  • A theoretical equation was proposed to consider the effect of fill and ponding for the excess pore water pressure in agricultural reservoir on soft clay ground. For the purpose of verification of the proposed equation, laboratory model tests and field tests were performed and excess pore water pressure was compared to those predicted with the Terzaghi's method. The degree of consolidation according to ponding predicted by applying the proposed equation was close to the observed degree of consolidation on the double drainage condition(at DP-3) but it was less than the observed degree of consolidation on the single drainage condition(at DP-5). The predicted excess pore water pressure according to fill and ponding was very applicable to practice because it was close to the observed data.

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Remediation of a Low Permeable Soil by Environmental Double Pile (환경이중파일 기법에 의한 저투수성 오염토양의 정화)

  • 박상규;이기호;박준범;임만빈
    • Journal of the Korean Geotechnical Society
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    • v.19 no.5
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    • pp.243-252
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    • 2003
  • Environmental Double Pile method was presented as a device to improve low permeable contaminated soil. EDP is one of the latest technology in a concept of one step process that is applied to low permeable contaminated ground to reutilize the site by enhancing drainage, contaminated remediation, bearing capacity of piles. In order to evaluate on-site applicability of this technology, qualities of EDP's drainage, strength and remediation were assessed through a series of experiments; EDP was verified to achieve remediation and improvement of soft ground.

Improvement of Efficiency in Surface Washing of Granular Filters (여과지 표면역세척 공정의 효율개선)

  • Ahn, Jong-Ho;Kim, Ja-Kyum;Yoon, Jae-Heung;Shin, Ik-Sang
    • Journal of Korean Society of Water and Wastewater
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    • v.13 no.2
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    • pp.41-46
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    • 1999
  • Backwashing is an important process for the efficient operation of granular filters, and the efficiency of the surface washing among the backwashing processes can affect the filtrations rate and filter run-time. In this study, the efficiency of surface washing is evaluated using real filters for three cases: with surface washing (with and without drainage of water to the surface of filter bed) and without surface washing. As a result, in the case of adopting both the drainage and surface washing, the filter of which condition is initially worse than those of the other filters shows improvement in head-loss development, filtration velocity, filter run-time, and total filtration volume. On the other hand, the conventional method of surface washing rarely has an effect on the filter washing.

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Modeling of Daily Reference Evapotranspiration using Polynomial Networks Approach (PNA) (PNA를 이용한 일 기준증발산량의 모형화)

  • Kim, Seong-Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.473-473
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    • 2011
  • Group method of data handling neural networks model (GMDH-NNM) is used to estimate daily reference evapotranspiration (ETo) using limited climatic variables such as max temperature ($T_{max}$), min temperature ($T_{min}$), mean wind speed ($W_{mean}$), mean relative humidity ($RH_{mean}$) and sunshine duration (SD). And, for the performances of GMDH-NNM, it consists of training and test performances, respectively. The training and test performances are carried out using daily time series data, respectively. From this research, we evaluate the impact of GMDH-NNM for the modeling of the nonlinear time series data. We should, thus, construct the credible data of the daily ETo data using GMDH-NNM, and can suggest the methodology for the irrigation and drainage networks system. Furthermore, this research represents that the strong nonlinear relationship such as ETo modeling can be generalized using GMDH-NNM.

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Physical Therapy of Male External Genitalia Lymphedema from Urological Cancer -Case Report- (비뇨기 암으로 인한 남성 외성기 림프부종의 물리치료 -사례연구-)

  • So, Woon-Young;Kim, Sung-Joong
    • The Journal of Korean Physical Therapy
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    • v.21 no.4
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    • pp.103-109
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    • 2009
  • Purpose: Cases of male external genitalia lymphedema are relatively uncommon in the clinical physical therapy field. Of more than two thousand clinical cases treated by the author in the lymphedema treatment center, only 4~5 cases of male external genitalia lymphedema were encountered. The present case report presents the experience and treatment results of male external genitalia lymphedema from urological cancer. Method: This case was a 47-year-old man, who was treated with complex decongestive physical therapy consisting of manual lymph drainage, compression bandage (including the external genitalia), remedial exercise, skin care. Result: The results were relatively good. The clinical experience would suggest that early treatment and education can reduce the external genitalia lymphedema. However, the treatment efficacy remains limited. Therefore, early treatment is vital for more successful outcomes. Conclusion: The relief of symptoms and a decrease in male external genitalia lymphedema may be the best result from long-term conservative management.

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Optimization of Heat Exchanger Network in the Steam Assisted Gravity Drainage Process Integration

  • Rho, Seon-Gyun;Yuhang, Zhang;Hwang, InJu;Kang, Choon-Hyoung
    • International Journal of Advanced Culture Technology
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    • v.8 no.2
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    • pp.260-269
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    • 2020
  • The Steam Assisted Gravity Drainage (SAGD) process is an enhanced method to extract oil from bitumen which involves surface and central process facilities. This paper describes the Central Process Facilities (CPF) of SAGD and proposes several retrofit plans to the Heat Exchanger Network (HEN). In this approach, the process integration scheme is applied to estimate the energy saving in HENs, and various cases are modeled in favor of a commercial simulator. Throughout this work, a minimum approach temperature of 10℃ is assumed. The results reveal that, due to the HEN optimization using process integration, the heating and cooling duties can be reduced to 29.68MW and 1.886MW, respectively. Compared with the Husky case, all cases considered in this study indicate a potential reduction of at least 6% in total cost, including investment and operation costs.

Numerical modeling of coupled structural and hydraulic interactions in tunnel linings

  • Shin, J.H.
    • Structural Engineering and Mechanics
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    • v.29 no.1
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    • pp.1-16
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    • 2008
  • Tunnels are generally constructed below the ground water table, which produces a long-term interaction between the tunnel lining and the surrounding geo-materials. Thus, in conjunction with tunnel design, the presence of water may require a number of considerations such as: leakage and water load. It has been reported that deterioration of a drainage system of tunnels is one of the main factors governing the long-term hydraulic and structural lining-ground interaction. Therefore, the design procedure of an underwater tunnel should address any detrimental effects associated with this interaction. In this paper an attempt to identify the coupled structural and hydraulic interaction between the lining and the ground was made using a numerical method. A main concern was given to local hindrance of flow into tunnels. Six cases of local deterioration of a drainage system were considered to investigate the effects of deterioration on tunnels. It is revealed that hindrance of flow increased pore-water pressure on the deteriorated areas, and caused detrimental effects on the lining structures. The analysis results were compared with those from fully permeable and impermeable linings.

Thoracoplasty and Myoplasty for Operative Treatment of Postpneumonectomy Empyema - A Case Report - (전폐절제술후 발생한 농흉의 흉곽성형술과 근성형술을 이용한 수술치험 -1례 보고-)

  • 윤양구
    • Journal of Chest Surgery
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    • v.22 no.5
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    • pp.851-856
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    • 1989
  • Initial successful treatment of postpneumonectomy empyema depends to a large extent on adequate dependent drainage of the empyema sac and the use of antibiotics. But definite control of the infected space remains a disturbing and controversial area in the field of thoracic surgery. A 55-year-old man had a right pneumonectomy for tuberculosis with the development of postoperative thoracic empyema and in October 1973. Postoperatively, an empyema developed and the condition was managed with closed drainage and an open window thoracostomy. He was transferred to our institution in October 1988, and underwent thoracoplasty for the obliteration of the empyema space, resulting in a remaining space. The remaining space after thoracoplasty was obliterated by myoplasty using a rotation flap of splitted pectoralis major muscle three months later. He was discharged with uneventful course 12 days after operation, and continues to do well 3 months following operation. Our experience shows that thoracoplasty and myoplasty offer an effective alternative method of management of post-pneumonectomy empyema.

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Effective Application Method for Pollution Mitigation Facility of Highway Runoff (고속도로 비점오염저감시설의 효율적 적용 방안)

  • Lee, Yong-Bok;Choi, Sang-Il;Jung, Hyun-Gyu;Bae, Sei-Dal;Jung, Sun-Kook
    • Korean Journal of Soil Science and Fertilizer
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    • v.44 no.6
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    • pp.1264-1271
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    • 2011
  • To build environmentally friendly highways, we testes suitability for unique characteristics of pollution mitigation facility around the highways by evaluating optimal selections and implementation methodologies to minimize loan of non-point pollution substances into water-ways. To do this we categorized EIA target highways into three types ; big drainage basin, small drainage basin, and bridge section as to minimize non-point pollution of highway runoff. The terms of selected facility test based on the Natural and Manufactured Treatment Device were removal efficiency of TSS, BOD, COD, T-N, T-P, compatibility of site selection, economic feasibility, maintenance convenience, and the final mitigation facility.