• The Korean Journal of Physiology
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• 제11권2호
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• pp.17-22
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• 1977

By the intravenous infusion of saline solution through the postcaval vein, the effects of increasing the venous return on the heart rate were studied in the water turtle (Amyda japonica). The following results were obtained: 1) Prior to saline infusion, when the initial heart rate was below $50{\sim}55/min$ the heart rate was increased by the infusion. When the initial rate was above this value no changes in heart rate were observed following the infusion. 2) When the heart rate was decreased by vagal stimulation, the infusion elicited a remarkable increase in the heart rate. 3) Increased heart rate caused by tile infusion was not affected by vagotomy or sympathectomy. 4) These results suggest that the increase in heart rate secondary to increased venous return is under the control of a myogenic regulatory mechanism, not a neural mechanism.

• 한국환경과학회지
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• 제12권4호
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• pp.503-510
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• 2003

How to plan the energy system is one of the keys f3r constructing the Environment -Friendly City. for this reason, a great number of surveys for utilizing unused energy have conducted by a planner. In regard to unused energy, the heat from incineration plants classify as a unused energy having high-exergy-energy. From this point of view, It is studied about the plant systems providing heat to district heating & cooling(D.H.C) and producing electric power. It is divided four system models as system I (10K [kgf/cm$^2$) vapor as outlet of boiler, supply far 10K vapor and return to 60$^{\circ}C$ as supply condition of district heating), system II (30 K vapor as outlet of boiler, supply for 5t vapor and return to 60f as supply condition of district heating), system 111 (30 K vapor as outlet of boiler, supply for 85$^{\circ}C$ hot water and return to 60$^{\circ}C$ as supply condition of district heating), system IV (30 K vapor as outlet of boiler, supply for 47$^{\circ}C$ hot water and return to 40t as supply condition of district heating). The results from the upper condition of four system, System II got a proper on economical benefits and system IV calculated as benefiting on energy saving effects, and suggest indifference curve as the total evaluation method of both economical benefits and energy saving.

• 한국물환경학회지
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• 제29권3호
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• pp.329-336
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• 2013

This study was conducted to reduce excess sludge generation by recycling of return sludge to the aeration tank after solubilization by electric field charger and ultrasonifier. The return sludge was purposely broken-up to the ratio of $SCOD_{Cr}/TCOD_{Cr}$ at 0.1, 0.2, and 0.3, which was tested along with control (i.e., untreated). Solubilized sludge was subsequently treated in a bench-scaled conventional activated sludge reactor. According to varying $SCOD_{Cr}/TCOD_{Cr}$ ratios, TSS in the reactor was correspondingly increased from 129 to 219 mg/L and $TCOD_{Cr}$ was also from 257 to 335 mg/L. However, TSS in the effluent was nevertheless kept lower at below 30 mg/L and $TCOD_{Cr}$ was also unvaryingly below 40 mg/L. For $SCOD_{Cr}/TCOD_{Cr}$ = 0.3, the amount of excess sludge produced was at the highest decreased up to as high as 78%.

• 상하수도학회지
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• 제23권1호
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• pp.47-55
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• 2009

Sewers are important national infrastructure and play an essential part by handling both wastewater and stormwater to minimise problems caused to human life and the environment. However, they can cause urban flooding when rainfall exceeds the system capacity. Sewer flooding is an unwelcome and increasingly frequent problem in many urban areas, and its frequency will increase over time with urbanisation and climate change. Under current standards, sewers are designed to drain stormwater generated by up to 10 year return period storms, but data suggests that many in practice have been experienced flooding with exceeding system capacity under increased storm events. A large number of studies has considered upgrading or increasing the design standard but there are still lack of information to propose a suitable return period with the corresponding system quantity to achieve. A methodology is required to suggest a proper level of standard within a suitable sewerage rehabilitation planning that can avoid the exceedance problem. This study aimed to develop a methodology to support effective sewer rehabilitation that could prevent urban flooding mainly resulted from the exceedance of existing storm sewer system capacity. Selected sewerage rehabilitation methods were examined under different storm return periods and compared to achieve the best value for money.

• 한국수자원학회논문집
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• 제37권1호
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• pp.13-19
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• 2004

본 연구에서는 포아송 과정을 이용하여 과우해의 재현기간 및 지속특성을 정량화 해 보았다. 대상 지점은 서울 지점으로 하였고 1911년 이후의 자료를 이용하였다. 먼저 포아송 과정을 적용하기 위한 최대 절단수준은 대략 평균에서 표준편차의 50%를 뺀 정도로 결정되었고, 이러한 절단수준에 대해 관측치와 포아송 과정을 비교하였다. 특히, 과우해의 평균 재현기간 및 지속기간은 관측치와 아주 유사한 값을 나타냄을 확인할 수 있었으며, 이는 가뭄을 정량화 하는 경우에도 포아송 과정이 효과적으로 이용될 수 있음을 나타낸다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.2039-2043
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• 2007

Like other major river basin systems in the West of the United States the Platte River Basin are faced with the challenges of allocating more water for plant and animal species. A part of the Central Platte River was designated as critical habitat for the whooping crane in 1978. The water allocation system in the Platte River Basin is dominated by the Prior Appropriation Doctrine, which allocates water according to the priorities based on the date of water use. The Platte River Basin segregated into five subregions for purpose of analysis. 24 years of historic records of monthly flow and all the demands were complied. The simulation of river basin modeling includes physical operation of the system including water allocation by water rights and interstate compact agreements, reservoir operations, and diversion with consumptive use and return flow. MODSIM, a generalized river basin network model, was used for estimating the timing and magnitude of impacts on river flows and diversions associated with water transfers from each region. A total of 20 alternatives were considered, covering transfers from each of the five regions of basin with several options. The result shows that the timing and availability of augmented water at the critical habitat is not only a function of use by junior appropriators, but also of river losses, and timing of return flows.

• 한국지형학회지
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• 제23권1호
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• pp.87-101
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• 2016

This study was conducted to develop a hydrological model of catchment water balance which is able to estimate irrigation return flows, so BROOK90-K (Kongju National University) was developed as a result of the study. BROOK90-K consists of three main modules. The first module was designed to simulate water balance for reservoir and its catchment. The second and third module was designed to simulate hydrological processes in rice paddy fields located on lower watershed and lower watershed excluding rice paddy fields. The models consider behavior of floodgate manager for estimating the storage of reservoir, and modules for water balance in lower watershed reflects agricultural factors, such as irrigation period and, complex sources of water supply, as well as irrigation methods. In this study, the models were applied on Guryangcheon stream watershed. R2, Nash-Sutcliffe efficiency (NS), NS-log1p, and root mean square error between simulated and observed discharge were 0.79, 0.79, 0.69, and 4.27 mm/d respectively in the model calibration period (2001~2003). Furthermore, the model efficiencies were 0.91, 0.91, 0.73, and 2.38 mm/d respectively over the model validation period (2004~2006). In the future, the developed BROOK90-K is expected to be utilized for various modeling studies, such as the prediction of water demand, water quality environment analysis, and the development of algorithms for effective management of reservoir.

• 한국정보통신학회논문지
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• 제16권10호
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• pp.2101-2107
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• 2012

하천 및 강등의 유속 측정을 위한 레이다에서는 수면에서 반사 또는 산란되는 전자파로부터 도플러 주파수를 추정함으로서 이에 대응하는 유속 정보를 추출하게 된다. 그러나 수면으로부터 수신되는 전자파 신호들의 도플러 스펙트럼은 측정 환경 및 기상 상태에 따라 매우 다른 형태를 나타낼 수 있다. 따라서 이러한 다양한 도플러 스펙트럼들의 존재로 인하여 레이다 센서에서의 유속정보 추출 알고리즘의 정확도 및 신뢰성에 심각한 문제가 발생할 수 있다. 따라서 본 논문에서는 수면으로부터 수신되는 매우 다양한 도플러 신호 스펙트럼을 적절하게 모의 구현할 수 있는 도플러 스펙트럼 모델을 제안하였다.

• 한국수자원학회논문집
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• 제47권12호
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• pp.1199-1212
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• 2014

본 연구에서는 댐 저수용량에 대한 이변량 빈도해석을 수행함으로써 재현기간 개념을 이용한 댐의 용수공급능력 평가방법을 제안하였다. 제안된 방법은 대청댐에 적용되어 검토되었다. 추가적으로 국내의 대표적인 가뭄사상에 대한 대청댐의 재현기간을 산정하고, 그결과를검토하였다. 그 결과를 정리하면 다음과 같다. 먼저, 본 연구에서는 이변량 빈도해석을 수행하기 위해 한국의 기후 특성을 반영한 댐의 용수공급능력 평가인자를 고려하였으며 5월 저류량 및 6~10월의 저류량 차이를 대상 변량으로 결정하였다. 둘째, 재현기간의 개념을 이용하여 대청댐의 용수공급능력을 평가한 결과, 대청댐은 재현기간 20년 미만에 대한 용수공급능력을 확보하는 것으로 나타났다. 마지막으로, 본 연구에서 제안된 방법은 한반도에 발생했던 대표적인 가뭄사상들을 분석하고, 해당 사상들에 대한 재현기간을 산정하는데 있어서도 유효함을 확인하였다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 1999년도 학술발표회 논문집
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• pp.183-188
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• 1999