• 한국구조물진단유지관리공학회 논문집
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• 제8권3호
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• pp.197-205
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• 2004

연약지반 개량을 위해 진공압밀공법을 적용할 경우 발생되는 Hardening Zone의 범위와 진공압 세기의 관계를 연구하였다. 이를 위하여 단위 셀 형식의 시험기를 제작하여 국내의 대표적 준설매립공사지역인 광양, 부산, 목포에서 채취한 고함수비 상태에서의 준설점성토에 대해 각각 함수비와 콘저항치수를 측정하여 진공압의 변화에 따른 Hardening Zone의 변화를 파악하였다. 높은 진공압상태에서는 배수재의 막힘현상과 배수재 부근에서 빠르게 생성되는 Hardening Zone 등으로 인하여 배수층으로의 간극수의 흐름이 방해되어 낮은 진공압상태에서 보다 Hardening zone의 범위가 커지지는 않았다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2000년도 학술발표회 발표논문집
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• pp.162-168
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• 2000

A two-dimensional numerical model based on a finite volume method was formulated to solve the shallow water equations and applied for evaluating irrigation and 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 irrigation and drainage test. The simulated results were in good agreement with the observed inundating depths.

• 설비공학논문집
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• 제19권11호
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• pp.789-796
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• 2007

It has been noted, in case of the apartments in collective form, the drainage noise from cleaning of toilet causes many problems in the basement and adjacent rooms, mainly hampering the pleasant housing environment. The problems are increasingly raised by civil complaints with the public offices. Therefore, if the drainage noise generates when wash out of toilet bowl is grasped how the characteristics change according to the sorts of drainpipe, it is considered that the establishment of an effective sound insulation countermeasure could be possible when a civil petition against the drainage noise of apartment house is submitted hereafter. On such viewpoint, this study measured and analyzed the characteristics of drainage noise per the type of drainage pipe, according to KS A ISO $1996-1{\sim}3$, with the horizontal branch pipe and riser pipes in the drainage noise experiment chamber which has the characteristics of the anechoic room. In the result, the pipe type with excellent noise reduction function. The result of this study is considered to become available as fundamental data, to take actions on reduction of drainage noise of the ceiling piping method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.475-480
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• 2000

This study was to present the method for estimating the horizontal coefficient of consolidation by using velocity method which was based on the Barren's equation. Horizontal drainage consolidation tests, including a radial drainage consolidation test, a cylindrical consolidation test, and a large soil box test, were performed to examine its validity. Using the velocity method, horizontal coefficient of consolidation was calculated and compared with lost method, √t method, Magnan & Deroy's method, Bergado's method.

• 생물환경조절학회지
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• 제19권1호
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• pp.19-24
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• 2010

토마토 펄라이트 자루재배에서 기존에 알려진 배액 전극제어법 적용시기를 가능한 앞당기고, 배양액을 절감하기 위해 수행되었다. 실험처리는 정식후 15일차(T-15), 19일차(T-19), 22일차(T-22)에 배액전극제어법을 적용하는 3개 처리와 타이머법 1개 처리를 실시하였다. 기존의 정식후 1개월 이후에 배액전극제어법 적용하는 관행보다 2주 앞당긴 15일차 처리부터 작물이 배액전극제어법에 반응하는 것으로 나타났다. 생장 및 수확량은 배액전극법에서 높았다. 용수이용효율과 비료이용효율은 T-15 처리에서 가장 경제적이었고, 타이머법 처리는 경제성이 낮았다. 따라서 배액전극제어법 처리시기를 빨리 적용할수록 경제성이 높음을 알 수 있었다.

• 대한토목학회논문집
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• 제31권1B호
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• pp.1-11
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• 2011

DEM을 이용한 수로망의 생성은 수문해석모형의 적용을 위한 전처리 과정으로써 실제 유역시스템의 배수구조를 결정하는 중요한 인자로 활용된다. 본 연구에서는 DEM으로부터 합리적인 수로망 추출과정 수립을 목적으로 보편적으로 사용되고 있는 면적한계기준과 국부경사와 기여면적사이의 특성에 근거한 경사-면적한계기준 기법을 이용하여 수로망을 생성하고 지형법칙에 의거하여 각 기법에 따른 소규모 유역(진안천 유역; $18.28km^2$) 배수구조의 신뢰성을 평가하였다. 그 결과, 면적한계 기준 기법은 수원유역의 크기의 인위적 결정에 의해 지형법칙을 만족시키지 못하고 유역전체의 배수구조를 왜곡되게 묘사한 반면, 경사-면적한계기준 기법의 경우 물리적인 지형법칙을 만족시키는 우수한 결과를 나타냈다. 따라서 경사-면적한계기준 기법은 DEM 기반의 수문모형을 적용 시 효율적이고 객관적인 수로망 생성을 위한 방법론으로서 활용이 가능하리라 판단된다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2007년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
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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.

• 상하수도학회지
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• 제31권6호
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• pp.511-519
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• 2017

Multi-regional water supply system, which installed for supplying multiple water demands, is characterized by large-sized, long-distance, tree-type layout. This system is vulnerable to long-standing service interruption when a pipe breaks is occurred. In this study, a numerical method is proposed to calculate drainage time that directly affects time of service interruption. To begin with, governing equations are formulated to embed the delayed drainage effect by the friction loss, and to resolve complicated connection of pipelines, which are derived from the continuity and energy equations. The nonlinear hydraulic equations are solved by using explicit time integration method and the Newton-Raphson method. The developed model is verified by comparing the result with analytical solution. Furthermore, the model's applicability is validated by the examples of pipelines in serial, in parallel, and complex layout. Finally, the model is utilized to suggest an appropriate actions to reduce the deviation of draining time in the C transmission line of the B multi-regional water supply system.

• 한국농공학회지
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• 제11권4호
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• pp.1803-1809
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• 1969

The newly designed mole drainage plower which is attached to tractor is tested for work capacity comparing with the pulling by man animal and winch. Besides. the effect of desalinization by the mole drainage in reclaimed tideland was observed. The results as obtained in this experiment are as follows: 1. The mole drainage plower of tractor attachment has higher work capacity by 3 to 5 times than that of winch 2. The suitable soil moisture content to carry out the layout of mole drains is from 21 to 25 percent. 3. The new design mole drainage plower requires th lowest cost as comparing with the other methods. 4. Carrying out the mole drainage in reclaimed tideland it is effective in desalinization from 2 to 3 times than the only use of irrigation water. 5. The reasonable depth and interval of mole drains may be 60cm and 3m respectively. 6. The desalinization by the mole drainage increases the yield of rice from 40 to 45 percent in reclaimed tideland.

• Journal of Korean Neurosurgical Society
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• 제53권1호
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• pp.59-61
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• 2013

Authors report a rare case of acute intracranial subdural and intraventricular hemorrhage that were caused by intracranial hypotension resulted from cerebrospinal fluid leakage through an unidentified dural tear site during spinal surgery. The initial brain computed tomography image showed acute hemorrhages combined with preexisting asymptomatic chronic subdural hemorrhage. One burr hole was made over the right parietal skull to drain intracranial hemorrhages and subsequent drainage of cerebrospinal fluid induced by closure of the durotomy site. Among various methods to treat cerebrospinal fluid leakage through unidentified dural injury site, primary repair and spinal subarachnoid drainage are well known treatment options. The brain imaging study to diagnose intracranial hemorrhage should be taken before selecting the treatment method, especially for spinal subarachnoid drainage. Similar mechanism to its spinal counterpart, cranial cerebrospinal fluid drainage has not been mentioned in previous article and could be another treatment option to seal off an unidentified dural tear in particular case of drainage of intracranial hemorrhage is needed.