• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2015년도 학술발표회
• /
• pp.227-227
• /
• 2015

The Wairarapa Valley occupies a predominantly rural area in the lower North Island of New Zealand. It supports a mix of intensive farming (dairy), dry stock farming (sheep and beef cattle) and horticulture (including wine grapes). The valley floor is traversed by the Ruamahanga River, the largest river in the Wellington region with a total catchment area of 3,430 km2. Environmental, cultural and recreational values associated with this Ruamahanga River are very high. The alluvial gravel and sand aquifers of the Wairarapa Valley, support productive groundwater aquifers at depths of up to 100 metres below ground while the Ruamahanga River and its tributaries present a further source of water for users. Water is allocated to users via resource consents by Greater Wellington Regional Council (GWRC). With intensifying land use, demand from the surface and groundwater resources of the Wairarapa Valley has increased substantially in recent times and careful management is needed to ensure values are maintained. This paper describes the approach being taken to manage water resources in the Wairarapa Valley and redefine appropriate limits of sustainable water use. There are three key parts: Quantifying the groundwater resource. A FEFLOW numerical groundwater flow model was developed by GWRC. This modelling phase provided a much improved understanding of aquifer recharge and abstraction processes. It also began to reveal the extent of hydraulic connection between aquifer and river systems and the importance of moving towards an integrated (conjunctive) approach to allocating water. Development of a conjunctive management framework. The FEFLOW model was used to quantify the stream flow depletion impacts of a range of groundwater abstraction scenarios. From this, three abstraction categories (A, B and C) that describe diminishing degrees of hydraulic connection between ground and surface water resources were mapped in 3 dimensions across the Valley. Interim allocation limits have been defined for each of 17 discrete management units within the valley based on both local scale aquifer recharge and stream flow depletion criteria but also cumulative impacts at the valley-wide scale. These allocation limits are to be further refined into agreed final limits through a community-led decision making process. Community involvement in the limit setting process. Historically in New Zealand, limits for sustainable resource use have been established primarily on the basis of 'hard science' and the decision making process has been driven by regional councils. Community involvement in limit setting processes has been through consultation rather than active participation. Recent legislation in the form of a National Policy Statement on Freshwater Management (2011) is reforming this approach. In particular, collaborative consensus-based decision making with active engagement from stakeholders is now expected. With this in mind, a committee of Wairarapa local people with a wide range of backgrounds was established in 2014. The role of this committee is to make final recommendations about resource use limits (including allocation of water) that reflect the aspirations of the communities they represent. To assist the committee in taking a holistic view it is intended that the existing numerical groundwater flow models will be coupled with with surface flow, contaminant transport, biological and economic models. This will provide the basis for assessing the likely outcomes of a range of future land use and resource limit scenarios.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.1532-1548
• /
• 2008

The tunnel type spillways is under construction to increasing water reservoir capacity in Dae-am dam. The tunnel outlet was planned to be made after installing slope stabilization system on natural slope there. Generally, the tunnel outlet is made perpendicularly to the slope, but in this case, it had to be made obliquely to the slope for not interrupting flow of river. Because of excavation in condition of natural slope caused to deflecting earth pressure, the outlet couldn't be made. So, artificial ground made with concrete that it was constructed in the outside of tunnel for producing the arching effect which enables to make a outlet. We were planned tunnel excavation was carried out after artificial ground made. Artificial ground made by poor mix concrete of which it was planned that the thickness was at least 3.0m height from outside of tunnel lining and 30cm of height per pouring. Spreading and compaction was planned utilized weight of 15 ton roller machine. In order to access of working truck, slope of artificial ground was designed 1:1.0 and applied 2% slope in upper pert of it for easily drainage of water. In addition to, upper pert of artificial ground was covered with soil, because of impaction of rock fall from upper slope was made minimum. The tunnel excavation of the artificial ground was designed application with special blasting method that it was Super Wedge and control blasting utilized with pre-percussion hole.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2008년도 학술발표회 논문집
• /
• pp.1570-1576
• /
• 2008

산업단지나 아파트 단지 내에 수로나 연못을 이용한 친수공간의 시설이 일반화 되어가고 있다. 단지내 친수공간의 계획에서는 시설의 종류, 배치, 수원, 수질 물 순환계획 등을 검토하여야 한다. 본 연구에서는 지방산업단지 내에 친수공간을 계획하는데 몇 가지 대안을 설정하고 이러한 검토항목에 대하여 비교 검토하여 가장 합리적인 대안을 선정하였다. 본 단지 내의 친수시설은 단지의 중앙부를 가로지르는 수로를 기본으로 하여 공원과 분수연못을 배치하는 것으로 하였다. 수원은 단지 옆을 흐르는 강, 단지 상류의 저수지, 단지 내 지하수 및 상수도를 고려할 수 있으며, 각각에 대하여 수량, 수질, 물 순환 방식, 인허가, 유지관리 등을 비교하였다. 친수시설은 돌과 자갈 등의 자연재료를 이용하여야 한다. 사람이 유량감을 느끼기 위하여 수로내의 평균수심은 10 cm, 평균유속은 0.15 m/s 정도로 한다. 여러 대안의 비교 검토한 결과, 강과 저수지는 사용허가와 수질관리가 어렵고 상수도는 물값이 비싸기 때문에 지하수를 사용하고, 상하류부에 저수조를 설치하고 펌프로 순환시키는 시스템이 가장 적합한 것으로 조사되었다.

• 한국지반공학회논문집
• /
• 제20권7호
• /
• pp.57-68
• /
• 2004

연약점토지반에 성토 등의 상재하중을 재하하게 되면 측방유동이라고 하는 측방변위가 발생하게 된다. 이 측방유동은 파일기초의 변형, 교대의 이동, 지중매설관의 파괴 등 성토에 인접한 지중구조물에 피해를 가하게 된다. 그렇지만, 측방유동은 체적변형과 전단변형도 동시에 발생할 뿐만 아니라 이 측방유동에 영향을 미치는 인자가 많기 때문에 측방유동에 의해서 발생하는 측방토압의 발생 메커니즘이 아직 명확히 밝혀지지 않았다. 그리고 최근 근접시공 등 기존구조물에 근접해서 공사가 진행되는 경우가 많아 이러한 근접구조물에 어떠한 피해를 가할 것인가 또는 대책공법을 설계하기 위한 설계하중으로서 측방토압을 구해야 하는 필요성이 커지고 있는 것 또한 현실이다. 그러므로 본 연구에서는 성토에 의해서 연약지반에 발생하는 측방토압에 미치는 재하속도의 영향을 조사하기 위해서 실내모형실험을 실시하였다. 그 결과, 측방토압이 삼각형 분포를 이룬다는 것과 재하속도가 빠를수록 측방토압의 최대치가 커지고 부등침하가 커진다는 것을 알 수 있었다. 그리고 이러한 재하속도의 영향은 부의 dilatancy에 의한 과잉간극수압의 발생에 기인한다는 것을 알았다.

• 설비공학논문집
• /
• 제25권6호
• /
• pp.297-302
• /
• 2013

The ground source heat pump (GSHP) system has attracted attention, because of its stability of heat production, and the high efficiency of the system. However, there are few studies on the prediction method of the heat exchange rate for a horizontal GSHP system. In this research, in order to predict the performance of a horizontal GSHP system, coupled simulation with a ground heat transfer model and a heat exchanger circulation model was developed, and calculation of heat exchange rate was conducted by the developed tool. In order to optimally design the horizontal GSHP system, the flow rate of circulation water, and the depth and buried spaces of heat exchangers were considered by the case study. As a result, the temperature of circulation water and the heat exchange rate of the system were calculated in each case.

• 생물환경조절학회지
• /
• 제14권1호
• /
• pp.29-37
• /
• 2005

본 연구는 온실에서의 제습장치 이용에 관한 기초자료를 제공할 목적으로 지하수를 냉매로 하는 열교환기 방식의 제습장치를 제작하여 제습성능을 시험하고, 포그냉방시스템을 설치한 온실에 적용하여 제습이 증발냉각효율의 향상에 미치는 영향을 분석하였으며, 그 결과를 요약하면 다음과 같다. 제습기 성능실험 결과 지하수를 냉매로 이용할 경우 포그냉방시스템을 적용한 온실의 제습은 충분히 가능한 것으로 확인되었다. 냉방 온실의 기온을 $32^{\circ}C$로 설정할 때 냉매인 지하수의 온도가 $15^{\circ}C$에서 18, 21, $24^{\circ}C$로 높아지면 제습량은 각각 $17.7\%,\;35.4\%,\;52.8\%$ 감소하는 것으로 나타났다. 또한 지하수 유량을 $75\%,\;50\%$로 줄이면 제습량은 각각 $12.1\%,\; 30.5\%$ 감소하는 것으로 나타났다. 이러한 결과로 미루어 볼 때 지하수를 이용한 제습기의 설계에 있어서 이용 가능한 유량과 온도가 중요한 인자임을 알 수 있다. 포그냉방 온실에 제습기를 설치함으로서 뚜렷한 냉방효율 개선을 확인할 수 있었다. 환기율 0.7 회${\cdot}min^{-1}$정도의 자연환기 상태에서 포.1냉방 온실의 환기에 의한 제습율은 53.9%~74.4%였으며, 제습기를 가동할 경우 75.4~95.9까지 높아졌다. 제습기 설계유량과 $18^{\circ}C$의 지하수를 사용할 경우 0.36회 ${\cdot}min^{-1}$ 정도의 환기율에서도 포그시스템 작동으로 인하여 발생하는 분무량을 완전히 제거할 수 있는 것으로 분석되었다. 따라서 제습기를 이용하여 자연환기 온실에서의 포그 냉방 효율을 충분히 높힐 수 있을 것으로 판단되었다.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제21권3호
• /
• pp.64-81
• /
• 2016

To analyze the influence of various groundwater flow rates (specific discharge) on BHE system with balanced and unbalanced energy loads under assuming same initial temperature (15℃) of ground and groundwater, numerical modeling using FEFLOW was used for this study. When groundwater flow is increased from 1 × 10⁻⁷ to 4 × 10⁻⁷m/s under balanced energy load, the performance of BHE system is improved about 26.7% in summer and 22.7% at winter time in a single BHE case as well as about 12.0~18.6% in summer and 7.6~8.7% in winter time depending on the number of boreholes in the grid, their array type, and bore hole separation in multiple BHE system case. In other words, the performance of BHE system is improved due to lower avT in summer and higher avT in winter time when groundwater flow becomes larger. On the contrary it is decreased owing to higher avT in summer and lower avT in winter time when the numbers of BHEs in an array are increased, Geothermal plume created at down-gradient area by groundwater flow is relatively small in balanced load condition while quite large in unbalanced load condition. Groundwater flow enhances in general the thermal efficiency by transferring heat away from the BHEs. Therefore it is highly required to obtain and to use adequate informations on hydrogeologic characterristics (K, S, hydraulic gradient, seasonal variation of groundwater temperature and water level) along with integrating groundwater flow and also hydrogeothermal properties (thermal conductivity, seasonal variation of ground temperatures etc.) of the relevant area for achieving the optimal design of BHE system.

• 한국농공학회:학술대회논문집
• /
• 한국농공학회 2005년도 학술발표논문집
• /
• pp.68-73
• /
• 2005

The purpose of this study are to insure flow rate for rural stream in the rural area. The analysis of drying stream characteristics for two streams(Bong-mu, Wang-jang stream) from field survey data. Also, a study area has been determined, and criteria of estimation has been established : criteria such as, available hydrological data, the size of stream lengths and basin areas and regional characteristics. The spacial analysis is applied to stream slopes for upstream and downstream at weirs, stream networks and ground water pump stations, sinuosity of drying stream. As a result of drying streams survey analysis, drying stream characteristics are followed; levee types are earth and natural, cross sectional shapes are trapezoid, stream bed materials are gravels and sands, facilities in streams are weirs. The cause of the reduction analyzed by investigation of the current status of facilities for agricultural water use. Agricultural reservoirs block up the stream and water does not flow over the reservoirs except by storm. They also discharge water through diversion channels and the water diverted does not flow through the natural stream. Farmers directly take water from the stream by weirs.

• 항공우주기술
• /
• 제10권1호
• /
• pp.129-135
• /
• 2011

본 연구는 중앙 물분사 방식을 채택한 액체로켓엔진 후류의 냉각에 대해 전산유체역학을 통한 특성을 고찰하였다. 중앙 물분사 방식의 냉각은 측면 물분사 방식과는 달리, 잘 알려져 있지 않기 때문에 다양한 물분사량과 유량을 통해 효율적으로 후류를 냉각시킬 수 있는 조건을 찾았으며, 해석을 통해 후류의 변화 특성을 살펴보았다. 이로부터 물분사 유량이 총추진제 유량의 2배 이상, 위치는 L/De=1.2일 때가 적당함을 알 수 있었다.

• 한국물환경학회지
• /
• 제27권2호
• /
• pp.210-217
• /
• 2011

In results of accomplishing fundamental study to improve the flocculant-mixing of the Flash-Mixer in Onsan Water-Treatment Plant at the small cost, We obtained 8.9% of mixing-efficiency from the field data and 3.2% of the characteristic flow-ratio as the available maximum volume-ratio in this Water-Treatment Plant. The optimum elements with the deflector diameter of 400 mm and deflector angle of $145^{\circ}$ at the flow ratio of 3.2% could be obtained from the expanded study on the ground of the fundamental study. Finally, the efficiency could be improved about 510% from 8.9% to 45.4% and the average turbidity could be improved about 14%.