• 상하수도학회지
• /
• 제24권1호
• /
• pp.41-50
• /
• 2010

The influent and effluent baffle configurations seriously affect the hydraulic characteristics of the secondary clarifier in wastewater treatment plant. In this study, those baffle configurations were optimized by computational fluid dynamics(CFD) analysis and particle image velocity(PIV) test in order to obtain uniform flow in inlet region and to minimize upflow velocity in outlet region of the secondary clarifier. Theoretical analysis using CFD showed that more uniform flow could be accomplished when the influent baffle was located closely to the inlet opening. Effects of effluent baffle configuration on the upflow velocity in the outlet region of the secondary clarifier were analyzed with four types of effluent baffles which are widely adopted for secondary clarifier design. From the CFD analysis, McKinney baffle(EB-2) was estimated to be the most effective for restraining the upflow velocity in the outlet region and these trends were identified by PIV tests. In addition, the McKinney baffle showed the most uniform overflow velocity distribution around the weir.

• 한국환경복원기술학회지
• /
• 제17권2호
• /
• pp.61-71
• /
• 2014

A river fishway is a hydraulic structure enabling fish to overcome stream obstructions such as dams and weirs. The main aim of this paper is to investigate the collectibility of upstream-migrating fishes and hydraulic problems in pool-and-weir type fishway which has been established for upstream-migration at Namgang weir in the downstream of Namgang dam, and to grope for improvement measures which pool-and-weir type fishway can be switched to pool-and-partial weir type fishway through hydraulic field experiment. Exsisting fishway had problems which upstream-migrating fishes can not take a rest due to the seiche and vortex phenomena in pools and migrate to upstream because of height difference in entrance pool. In order to prevent hydraulically the seiche and vortex phenomena and establish rest area for fishes in each pool, we carried out hydraulic field experiments. In the fishway, it was to improve pool-and-weir into pool-and-partil weir, to decrease the height difference in entrance pool, and to reduce oriffice velocity of each pool. Also, we investigated fishes collectibility of after improving fishway for 6 days in September 2013. To resolve chronic problems(seiche-vortex phenomena and rest area for fishes), as weirs were remodeled into partial weir only which central part of weirs was part of non-overflow weir, we confirmed results that pool-and-weir type fishway could be switched to efficient pool-and-partial weir type fishway with relatively simple construction and low cost. Type-B which has the closed oriffices and the parts of non-overflow has the ideal conditions, but this conditions are limited to fishway of Namgang weir used in this study. Representative Ice-habor type fishway is pool-and-partial weir type fishway which has together parts of overflow and oriffices, and has excellent ability of upstream-migration. To switch from pool-and-weir type fishway to pool-and-partial weir type fishway, the size of oriffice has to be regulated by the discharge of fishway and the dimension on parts of non-overflow and overflow in weirs. Entrance pool is important facility which upstream-migrating fishes have to not only be collect but also charge with energy. In this study, entrance-pool is temporary and roughly-built, but fishes gather together more than the case of no entrance-pool. In the case of fishway which was protruded to downstream, as entrance of fishway turns toward or parallels to weir, the collectibility of fishway was excellent by attraction water.

• 한국정보과학회논문지:정보통신
• /
• 제30권3호
• /
• pp.316-328
• /
• 2003

본 논문에서는 음성호와 멀티미디어호가 공존하는 환경에서 트래픽의 특성을 이용한 두 가지 적응적 채널할당 기법들을 제안하고 분석한다. 제안된 채널 할당 기법들은 매크로셀과 마이크로셀이 중첩되어 있는 계층셀 구조 환경에서 저속 음성호의 마이크로셀로의 오버플로우와 테이크백, 적응성 멀티미디어호의 매크로셀로의 오버플로우 및 테이크백을 허용한다. 또한 제안하는 채널할당기법 II[5]에서는 비적응 성호의 QoS보장을 위하여 적응성호의 채널 전송속도를 조절하여 비적응성호에게 제공할 수 있도록 하였다. 제안된 기법들은 각 계층에 따라 2차원 마코프 과정을 이용하여 분석되었으며, 본 논문에서는 제안하는 기법 떼 대한 수학적인 분석 모델을 제시한다. 제안하는 2가지 적응적 채널 할당 기법과 수학적인 분석의 결과는 컴퓨터 시뮬레이션을 통하여 고정적인 시스템 및 계층셀 구조를 고려한 2가지 기존 시스템들과 성능을 비교하였다. 또한 제안하는 기법들의 효율을 확인하기 위하여 오버플로우와 테이크백 확률을 도출하였다. 시뮬레이션 결과 제안하는 2가지 기법 모두 고정적인 시스템 및 기존 시스템에 비해 채널의 효율적인 사용 및 핸드오프 호 강제종료율의 측면에서 우수한 성능을 나타냄을 확인하였다.

• 한국방재안전학회논문집
• /
• 제16권2호
• /
• pp.65-73
• /
• 2023

하천에서는 어류의 상·하류 간의 이동을 위해 어도는 필수적으로 설치해야 하는 시설이다. 그러나 어도 내부의 흐름에 따라 이동효율의 차이가 발생한다. 따라서 본 연구에서는 FLOW-3D를 통해 월류수심에 따른 계단식 어도 내의 어류 친화적 흐름을 검토하였고, 모형을 검증하기 위해 개수로 실험을 수행하였다. 본 연구에서는 어류의 유영능력에 영향을 미치는 주요 항목으로는 유속, 난류운동에너지, 에너지소산율 등이 있으며, 이와 같은 항목으로 대상 어류를 피라미로 가정하여 어류 친화적 흐름의 적합성을 판단하였다. 월류 수심은 피라미에게 유효한 영향을 끼치는 것을 확인할 수 있었으며, 어도의 낙차에 따라 적합한 월류수심이 요구된다. 향후, 본 연구결과는 계단식 어도 설계의 기초자료가 될 수 있을 것이라 기대된다.

• Water Engineering Research
• /
• 제3권3호
• /
• pp.155-162
• /
• 2002

This study presents the theoretical approach for volume concentration, velocity profile, and granular discharge on the fluid-granule mixed flow downstream of the scour hole at the outlet of the hydraulic structure. Concept of dilatant model was applied for the stress-strain relationships of fluid-granule mixed flow since the flow downstream of the scour hole corresponds to debris flow, where momentum transfers through particle collisions. Mathematical formulations were derived using momentum equation and stress-strain relation of the fluid-granule mixture. Velocity profile under the assumption of uniform concentration over flowing layer showed the downward convex type. Deposition angle of downstream hump was found to be a function of an upstream slope angle, a dynamic friction angle and a volume concentration irrespective of flow itself, Granular discharge and the overflow depth were obtained with given values of inflow rates. Experimental results showed relatively good agreements with theoretical ones.

• 한국해양공학회지
• /
• 제33권3호
• /
• pp.280-288
• /
• 2019

A submerged breakwater is one of the coastal structures used to reduce wave energy and coastal erosion. However, a submerged breakwater has a negative aspect in that a strong rip current occurring around an open inlet due to a difference in mean water levels at the front and rear sides of the structure leads to scouring. Such scouring has a bad effect on its stability. In order to eliminate this kind of demerit, this study investigated an artificial reef of the overflow type with openings. We also developed a program where the flows around the artificial reef of the overflow type could be analyzed numerically. An unstructured grid system was used to cover the various geometries, and the level set method was applied to treat the movement of the free surface. To verify these numerical schemes, hydraulic physical tests were performed on the submerged breakwater and double breaking type artificial reef. Then, the wave height and velocity distribution around the reef were examined using the experimental results. Comparisons between the results of hydraulic and numerical tests showed reasonable agreement.

• 대한전자공학회:학술대회논문집
• /
• 대한전자공학회 2001년도 The 6th International Symposium of East Asian Resources Recycling Technology
• /
• pp.759-764
• /
• 2001

The separation performance of zigzag air classifier with angle of 90 degrees was studied using narrow size fractions of thin square samples and granular samples. The simulation results of air velocity inside the classifier indicated that the zigzag geometry induces a new pattern consisting of an upward flow and a circulation flow, Experimental results showed that overflow product recovery was described as an integral calculus of normal distribution as a function of dimensionless air velocity ( $V_{A}$ $V_{A50}$), where $V_{A}$ is superficial air velocity and $V_{A50}$ is the $V_{A}$ at the fifty percent recovery. The $V_{A}$ values were predicted using the equations derived from dynamics for a particle dropping in air. A monitoring system that utilizes changes in acoustic signals emitted during the process of air classification was developed to separate PET with desired recovery or grade. The technical feasibility of the on-line monitoring of the PET recovery and grade was demonstrated by measuring relative energy of the signals.signals.als.

• 한국안전학회지
• /
• 제35권3호
• /
• pp.1-5
• /
• 2020

The leakage accident from a storage tank in an oil refinery plant occurred in April 2014 and the total loss is KRW 18 billion. This accident has prompted many companies to develop their own mitigation system to minimize the loss of the leakage accident. The aim of this study is to design the temporary storage facility system for dealing with leakage accidents. The basic concept of this system is that the leakage fluid of a hazardous material flows into a temporary storage tank and this is transferred to a spare tank by a pump as avoiding the overflow of a temporary storage tank. In order to design this system, the leakage velocity and quantity according to time series should be evaluated. In addition, a proper pump capacity should be determined to avoid repeating the pump switching on and off frequently. In this study, the benzene tank is selected to verify the efficacy of this system. This study can play a critical role to provide a guideline for designing a new system.

• 청정기술
• /
• 제6권1호
• /
• pp.39-49
• /
• 2000

초고속응집침전공정(URC)은 가중응집제(WCA) 첨가와 슬러지 반송을 통해 floc의 침전 속도를 향상시키고, 입자표면의 흡착을 활성화하여 오염물을 보다 효율적으로 제거할 수 있으며, lamella plate를 포함하는 침전조를 이용하여 초기 우수 유출(CSO)과 같은 막대한 유량에 대하여 경제성 있는 침전조 수면적 부하를 획득할 수 있음을 확인하였다. 또한, 침전조의 최적설계를 위해 유체 유동장 모델을 이용한 모사가 수행되었으며, 공정에서 발생되는 슬러지에 대한 재활용 가능성을 평가하여 2차적 오염부하를 억제하기 위한 방안을 모색하였다.

• 한국양식학회지
• /
• 제18권3호
• /
• pp.180-188
• /
• 2005

The separation performances for thirty different dimensions of a low-pressure hydrocyclone (LPH) were tested in order to obtain an optimum dimension scale for fecal solid removal from an aquaculture system. The geometric variables were considered on two inlet diameters (Di: 30 and 50 mm), five overflow diameters (Do: 30, 50, 60, 70 and 100 mm), and three cylinder lengths (Lc: 250, 345 and 442 mm), while the cylinder diameter (Dc) of 335 mm, underflow diameter (Du) of 50 mm and cone angle (${\theta}$) of $68^{\circ}$ were kept constant. A small size for carp feces was regarded as the target for the removal of solids. Spherical polystyrene particles (1.1-1.3 mm dia., ${\rho}_s=1.05g/cm^3$), which demonstrate a similar settling velocity and specific gravity to the carp feces, were used as feed. The separation performance was tested in the range of 330 to 1200 ml/s of the inflow rate. Experimental results using ANCOVA and the Tukey test (${\alpha}=0.05$) demonstrated that the separation performances of LPH were significantly affected (P<0.05) by fi, Di and Do. In contrast, there was no significant Lc effect (P>0.05) on the separation performances. The maximum separation performance was detected at dimension combinations of 30 mm of inflow diameter (Di), 50, 60 and 70 mm of overflow diameter (Do), 345 mm of cylinder length (Lc). The dimension proportions were 0.09, 1.03, 0.15-0.21 and 0.15 (or Di/Dc, Lc/Dc, Do/Dc and Du/Dc, respectively.