• 한국환경과학회지
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• 제24권4호
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• pp.393-401
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• 2015

Rainfall-runoff model of Jeju Oedo Stream was used to compute the optimal unit hydrograph by HEC-HMS model that reflecting on watershed characteristics. Each rainfall event was comparatively analyzed with the actual flow measurement using Clark, Snyder and SCS synthetic methods for derived unit hydrograph. Subsequently, the null hypothesis was established as p-value for peak flow and peak time of each unit hydrograph by one-way ANOVA(Analysis of variance) was larger than significance level of 0.05. There was no significant difference in peak flow and peak time between different methods of unit hydrograph. As a result of comparing error rate with actual flow measurement data, Clark synthetic unit graph best reflected in Oedo Stream as compared to other methods, and error rate of Clark unit hydrograph was 0.02~1.93% and error rate at peak time was 0~2.74%.

• 한국환경과학회지
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• 제22권5호
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• pp.571-580
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• 2013

In this study, compared with the result of water surface elevation and water velocity on the establishment of river maintenance basic plan and result of HEC-GeoRAS based GIS, and after use the result of water surface elevation and velocity were observed in the Han stream on Jeju island, analysis 2 dimensional stream flow. the lateral hydraulic characteristics and curved channel of the stream were analyzed by applying SMS-RMA2 a 2 dimensional model. The results of the analysis using HEC-RAS model and HEC-GeoRAS model indicated that the distribution ranges of water surface elevation and water velocity were similar, but the water surface elevation by section showed a difference of 0.7~2.18 EL.m and 0.63~1.16 EL.m respectively, and water velocity also showed differences of maximum 1.58m/sec and 2.67m/sec. SMS-RMA2 analysis was done with the sphere of Muifa the typhoon as a boundary condition, and as a result, water velocity distribution was found to be 1.19 through 3.91 m/sec, and the difference of lateral water velocity in No. 97 through 99 the curved channel of the stream was analyzed to be 1.59 through 2.36 m/sec. In conclusion it is anticipated that the flow analysis of 2 dimension model of stream can reflect the hydraulic characteristics of the stream curved channel or width and shape, and can be applied effectively in the establishment of river maintenance basic plan or management and designing of stream.

• 한국환경과학회지
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• 제23권4호
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• pp.553-560
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• 2014

The rainfall-runoff characteristics in Jeju Island significantly differ from those in inland, due to highly permeable geologic features driven by volcanic island. Streams are usually sustained in the dry conditions and thereby the rainfall-runoff characteristics changes in terms of initiating stream discharge and its types, depending highly on the antecedent precipitation. Among various the rainfall-runoff characteristics, lag time mainly used for flood warning system in river and direct runoff ratio for determining water budget to estimate groundwater recharge quantity are practically crucial. They are expected to vary accordingly with the given antecedent precipitation. This study assessed the lag time in the measured hydrograph and direct runoff ratio, which are especially in the upstream watershed having the outlet as $2^{nd}$ Dongsan bridge of Han stream, Jeju, based upon several typhoon events such as Khanun, Bolaven, Tembin, Sanba as well as a specific heavy rainfall event in August 23, 2012. As results, considering that the lag time changed a bit over the rainfall events, the averaged lag time without antecedent precipitation was around 1.5 hour, but it became increased with antecedent precipitation. Though the direct run-off ratio showed similar percentages (i.e., 23%)without antecedent precipitation, it was substantially increased up to around 45% when antecedent precipitation existed. In addition, the direct run-off ration without antecedent precipitation was also very high (43.8%), especially when there was extremely heavy rainfall event in the more than five hundreds return period such as typhoon Sanba.

• 암석학회지
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• 제25권4호
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• pp.361-372
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• 2016

라하르는 거주 지역 주변의 기반시설의 파괴와 인명 손실을 일으킬 가능성이 있는 격변적인 사건이다. 그러므로 라하르 위험지역의 영역 설정은 매우 중요한 작업이다. 본 연구에서는 Laharz_py 프로그램을 적용하여 한라산 화산체에서 발생 가능한 라하르 영향 지역에 대한 개략적인 예측을 수행하였다. 화산체의 지형구배(H/L비)와 라하르 부피를 시나리오의 영향 변수로 선정하였고, H/L비는 0.20, 0.22, 0.25로, 근위 위험지역 경계로부터 발원 가능한 하천의 하류 방향으로 발생 가능한 라하르 부피는 30,000, 50,000, 70,000, 100,000, 300,000, $500,000m^3$를 적용하여 시나리오를 작성하고, 이에 따라 모의를 진행하였다. 수치 모의 결과에 근거하면, H/L비가 증가함에 따라 근위 위험경계 지역의 면적은 점차 감소하였다. H/L비가 증가함에 따라 라하르 영향 하천의 개수가 줄어드는 경향을 보였다. H/L비 0.20인 경우 제주시 쪽의 3 하천(광령천, 도근천과 한천)과 서귀포시 쪽의 6 하천(궁산천-강정천, 호근천(완제천)), 서홍천(연외천), 동흥천, 보목천 그리고 영천-효돈천), H/L비 0.22인 경우 제주시 쪽의 2 하천(광령천과 한천)과 서귀포시 쪽의 5 하천(궁산천-강정천, 서홍천, 동흥천, 보목천 그리고 영천-효돈천), H/L비 0.25인 경우 제주시 쪽의 2 하천(광령천과 한천)과 서귀포시 쪽의 1 하천(영천-효돈천)이 라하르의 영향을 받는 하천이다. 본 연구의 결과는 한라산에서 발생하는 라하르로 인하여 야기될 수 있는 직접적인 화산재해 피해에 대한 위험등급도를 작성하는 기본 자료로 활용할 수 있을 것이다.

• 한국환경과학회지
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• 제22권5호
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• pp.599-608
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• 2013

Jeju island, which is located along the moving path of typhoon, suffers from flooding and overflow by torrential rain. So abrupt runoff occurring, damages of downstream farm field and shore culturing farms are increasing. In this study, Oaedo stream, one of the mountainous streams on Jeju island, was selected as the basin of study subject and was classified into 3 sub-basins, and after the characteristics of subject basin, the soil erosion amount and the sediment delivery of the stream by land usage distribution were estimated with the use of SATEEC ArcView GIS, the sediment yield amount of 2000 and 2005 was analyzed comparatively. As a result of estimating the sediment yield amount of 2000, the three sub-basins were respectively 12,572.7, 14,080 and 157,761 tons/year. and sediment yield amounts were estimated as 35,172.9, 5,266 and 258,535 tons/year respectively in 2005. The soil erosion and sediment yield amount of 2005 using single storm rainfall were estimated high compared with 2000, but for sub-basin 2, the values rather decreased due to changes in land use, and the land coverage of 2005, since there are many classifications of land usage compared with 2000, enabling to reflect more accurate land usage condition, could deduce appropriate results. It is anticipated that such study results can be utilized as basic data to propose a direction to predict the amount of sediment yield that causes secondary flooding damage and deteriorates water quality within detention pond and grit chamber, and take action against damages in the downstream farm field and shore culturing farms.

• 한국환경과학회지
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• 제18권9호
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• pp.1017-1026
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• 2009

In Jeju island, the surface runoff characteristics are quite different from those of inland. Most of streams show dried characteristics by means of large portion of recharge which goes to the deep aquifer. For this reason, the accurate estimation of hydrologic components by using watershed model like SWAT is very difficult. On the other hand, the integrated SWAT-MODFLOW model is able to simulate the complex runoff structure including stream-aquifer interaction, spatial-temporal groundwater recharge and so on. The comprehensive results of Pyoseon region in Jeju island show that the amount of groundwater discharge to stream is very small, but it might be added to the discharge into the sea. Statistical analysis shows that SWAT-MODFLOW's results represent better than SWAT's. Also, SWAT-MODFLOW produces a reasonable water budget which shows a quite similar pattern of observed one. This result proves that the integrated SWAT-MODFLOW can be used as a proper tool for hydrologic analysis of entire Jeju island.

• 한국지반환경공학회 논문집
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• 제17권9호
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• pp.29-35
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• 2016

Being mostly made up of highly permeable basalt and volcanic ash soil, Jeju Island's lithosphere characterizes its streams to be dry, flowing only when precipitation is happening. Under this condition, this research was motivated to identify the need of conservation of underground water, which is taking up most of (84% of) Jeju's water usage, and made an attempt to reduce the permeability of stream beds so that it can replace underground water and be used instead. To this end, this study suggested a simple method to make dry streams to carry water all-year-round by reducing permeability of stream floor. The experiment of permeability was performed on the porous basalt and compared it with that of same basalt with volcanic ash soil and Jumunjin sand layer added on top. The results showed a dramatic decrease in permeability of water when both volcanic ash soil and Jumunjin sand is were layered on top of porous basalt. Despite being gained in a controlled environment with a simple test, this result may provide a realistic and effective method of preserving Jeju Island's underground water which ultimately is a method of resolving water related issues.

• 한국수자원학회논문집
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• 제47권2호
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• pp.107-117
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• 2014

본 연구에서는2007년 제주지역을 강타한 태풍 '나리' 이후 홍수조절을 위해 한천유역에 설치된 저류지의 효과를 정량적으로 평가하였다. 이를 위해 2010년 태풍 '뎬무'의 내습 시, 한천 상 하류에 위치한 하천유량관측소의 자료와 저류지 유입량 자료를 이용하여 한천저류지 운영이 하류지역에 미치는 홍수저감 효과를 검토하였다. 분석결과, 하류지역에서의 실제 하천수위는 3.44m를 기록하였으나, 수위-유량 관계식, 유출전파속도, 저류지 유입량 등을 활용하여 저류지가 운영되지 않았을 경우의 하류지역 하천수위를 분석한 결과 4.16m로 예측되었다. 이와 같은 결과는 한천유역에 설치된 저류지의 홍수저감 효과를 분명하게 보여주는 것으로 향후 유사한 사상에 대해서도 적절한 기여를 할 수 있을 것으로 판단되었다.

• 한국수산과학회지
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• 제7권4호
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• pp.195-203
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• 1974

제주도산 은어의 어체량이 전소한 사실에 대하여 그 원인을 구명하는 일환으로 성장이 빠른 하계의 개체생산 속도를 1973년 6월 18일부터 9월 25일까지 강정천에서 조사한 바 자료수가 만족스럽지는 못하나 본체조자료에서는 다음과 같은 결과를 추정할 수 있었다. 1) 1973년도 하계에 있어서 강정천산 은어의 개체생산속도에 대하여 Table 5와 같이 추정하였다. 2) 강정천산 은어의 개체생산속도는 일본 우주산의 것게 비하여 불과 $7.2\%$였고, 부착조류에 현존량도 $6.7\%$에 지나지 않으며 전체적으로 극히 미비하였다. 3) 조사기간을 통하여 부착조류의 현존량으로 볼 때 서식밀도가 평균 5.2미/$m^2$로써 수용한계추정 미수 4.8미 /$m^2$보다 많은 수인 5.2미/$m^2$였다. 4) 강정천산 은어의 하계 개체생산속도는 주로 8월에서 9월 사이에 왕성히 이루어지고 있음을 알았다. 5) 개체생산속도의 성적이 좋지 못한 것은 이식량의 부족에 있는 것으로 보았으며, 이는 부착조류의 생산량이 적고 서식밀도가 과다한 데다 일중 평균수온이 낮아 섭이활동이 활발치 못한 데서 기인한 것으로 추측되었으며, 이러한 요인들이 일차적으로 강정천의 은어 생산속도에 크게 영향을 미치고 있는 것으로 보았다.

• 한국환경과학회지
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• 제21권6호
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• pp.739-747
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• 2012

Due to the difficulties for measuring flood discharge in the dangerous field conditions, conventional instruments with relatively low accuracy such as float still have been widely utilized for the field survey. It is also limited to use simple stage-discharge relationship for assessment of the flood discharge, since the stage-discharge relationship during the flood becomes complicated loop shape. In recent years, various non-intrusive velocity measurement techniques such as electromagnetic wave or surface images have been developed, which is quite adequate for the flood discharge measurements. However, these new non-intrusive techniques have little tested in the flood condition, though they promised efficiency and accuracy. Throughout the field observations, we evaluated the validity of these techniques by comparing discharge and velocity measurements acquired concurrently during the flood in a mountain stream. As a result, the flood discharge measurements between electromagnetic wave and surface image processing techniques showed high positive relationship, but velocities did not matched very well particularly for the high current speed more 3 m/s. Therefore, it should be noted here that special cares are required when the velocity measurements by those two different techniques are used, for instance, for the validation of the numerical models. In addition, authors assured that, for the more accurate flood discharge measurements, velocity observation as well as stage height is strongly necessary owing that the unsteady flow occurs during the flood.