• 한국수자원학회논문집
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• 제40권12호
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• pp.931-941
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• 2007

과거 대부분 하천에 적용된 계획하폭의 결정은 통수단면적 확보 등의 치수적인 목적만 갖고 경험공식과 기술자의 주관이나 경험적 판단으로 계획하폭을 선정하여 왔다. 그러나 현재에는 사회적, 경제적, 기술적, 환경적 요소를 종합적으로 고려된 최적의 계획하폭 선정이 요구되고 있으며, 또한 계획하폭의 계산결과에 따른 하폭거리의 다양성으로 확폭 결정시 객관적이며 정량적인 해석방법이 필요하게 되었다. 본 연구에서는 계획하폭 선정시 문제가 되는 주관적, 경험적 요소를 해결하기 위해 계층분석과정(Analytic Hierarchy Process, AHP)을 이용하여 최적 계획하폭을 선정하기 위한 기준 및 표준화된 절차를 제시하였다. 이는 기술자가 계획하폭을 설계함에 있어 합리적인 판단을 할 수 있도록 의사결정의 근거 자료로 사용할 수 있을 것으로 사료된다.

• 산업기술연구
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• 제27권B호
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• pp.229-233
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• 2007

This research investigated the way of generating the flowing of water in case of artificial fluctuation of river width by the unidimensional numerical analysis in order to reconstruct vertical and expanse features of flowing, and the problem of existing numerical analysis in accordance with local enlargement and reduction of river through hydraulic model experiments with results of numerical analysis. The result revealed that when the local section change in the same river is exist, it showed 0.93m in the case of no change of local section in the hydraulic model experiments and numerical analysis, however, it presented 1.645m on the occasion of local section changes in the hydraulic model experiments and numerical analysis. In other words, there was a significant difference in the existing numerical analysis, when there was a local section change. As a result of the experimental section for the enlargement and reduction of local river width, due to the sensitive change for fluctuation of flood discharge, there was a significant difference between numerical analysis and hydraulic model experiments. In addition, the result of comparison between the enlargement and reduction of local river width confirmed that the result of numerical analysis with hydraulic model experiments showed larger generation of deviation in case of enlargement of section than in case of reduction of section.

• 환경생물
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• 제39권1호
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• pp.6-15
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• 2021

Various biometric and geometric measures were used to discriminate between the morphologically similar river puffer, Takifugu obscurus, tiger puffer, T. rubripes, their hybrids, and their triploid hybrids. The hybrids and triploid hybrids had greater anal fin width, nostril width, and snout length than the parental species (p<0.05). However, they had less caudal peduncle depth, inter-orbital width, head length, and head width(p<0.05). The morphometric and meristic characteristics of the hybrids and triploid hybrids were either intermediate between the parental species or more similar to those of one parental species. However, the external morphology of the hybrids and triploid hybrids was predominantly maternal. The triploid hybrids had asymmetry in the fin rays and gill raker numbers. This study identified phenotypic characteristics by distinguishing the morphological variables of river puffer, tiger puffer, their hybrids, and their triploid hybrids.

• 한국환경과학회지
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• 제22권2호
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• pp.195-203
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• 2013

I investigated the river morphology and river naturality according to the environment of the Hwang River. The numbers of flexions at the upstream regions were more than those of downstream regions. The Hwang River showed very low overall diversity of the flow. Materials of river shore at low channel width were mainly boulders or gravel at the upstream regions, and the middle and downstream were silts and clay. Artificial masonry and natural materials were mixed from materials of river levees. The Hwang River was some of the natural herbaceous vegetation to riparian zones. Land utilities for floodplain were extremely overall farmland were predominant, and partly used by natural vegetation in the forest, a soccer field, some park facilities, residential, and commercial facilities. The water was width sleep / rivers beam ratio of 10 to 20%. Currently estimation for river naturality widely used in rivers were consisted of a narrow wide a variety of items and did not reflect the actual.

• 한국수자원학회논문집
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• 제31권6호
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• pp.675-684
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• 1998

본 연구는 한강유역 중소하천 계획하폭 산정공식을 결정하기 위하여 216개 구간의 중소하천에서의 계획홍수량, 유역면적, 하상경사, 실제하폭을 수집한 후, 1) 최소자승법(least squares, LS), 2) 최소중간치자승법(least median squares, LMS) 및 3) 재가중최소자승법(reweighted least squares, RLS)을 이용하여 경험적인 계획 하폭 공식을 결정하였다. 한강유역에서의 기존하폭 산정공식과 비교하기 위하여 계획하폭 산정공식의 형식은 6가지 형으로 고려하였다. 기존하폭공식과 6가지 형의 공식을 평가하기 위하여 평균제곱근오차, 절대평균오차 및 평균오차를 계산하여 비교 검토한 결과, 하폭공식의 형식으로는 본 연구의 하폭-계획홍수량-하상경사로 표현된 공식이 적합한 것으로 나타났다. 본 연구에서 추정된 계획하폭 산정공식은 한강유역 중소하천 설계시 계획하폭 결정의 지표로 적용될 수 있으리라 기대된다.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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• pp.728-733
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• 2002

The measurement of river discharge is among the most fundamental observations and is necessary for understanding many water-related issues, such as flooding hazards, sediment transportation, and nutrient movement. Traditionally river discharge is estimated by measuring the water stage and converting the measurement to discharge using a stage-discharge rating curve. The possibility of monitoring river discharge from satellites has been largely ignored, because it is difficult to measure water surface information from space with sufficient precision. In this paper, an efficient approach to discharge estimation using mainly satellite data is developed and described. The proposed method, which focuses on the measurement of water-surface width coupled with river width-stage and stage-discharge relationships, is applied to the Yangtze River with good results.

• 한국환경과학회지
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• 제20권10호
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• pp.1309-1317
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• 2011

This study selected 6 river reach, which have various curved-channel, included in an object of study as making the Nakdong River, which is a real nature river, as a point of an object of study by using SMS RMA-2 model, a 2D numerical analysis model, and applied project flood and analyzed and examined characteristic of hydrological property and super-elevation, which includes characteristic of the velocity of a moving fluid. As a result, in a river reach, whose width is wide, angle of curved-channel has impact on the velocity of a moving fluid of inside of curved-channel and in a river reach, whose width is narrow, the radius of curvature and width of the river have impact on the velocity of a moving fluid of inside of curved-channel. Also it found out that the ratio of reduction in water-level of inside of curved-channel is more bigger than ratio of increasing in water-level of outside of curved-channel when project flood is increasing and angle of curve is increasing. Based on this, this study would be used as a expectation of danger and preliminary data in planning real river or a business, that creates an environment.

• 한국방재학회 논문집
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• 제7권1호통권24호
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• pp.47-56
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• 2007

본 연구는 금강유역내 중규모 하천을 대상으로 계획홍수량, 유역면적, 유로연장, 하상경사 등 유역의 수리 수문학적 특성 인자를 매개변수로 하여 계획하폭 결정식을 제안하였다. 유도한 계획하폭 산정식은 다중 회귀분석에 의한 결정계수 등의 비교에서 기존에 사용하고 있는 중부지방 경험식, 하천설계기준에 비해 우수한 결과를 나타냈다. 이들 결과를 다른 자료군의 금강수계 동일규모 유역을 대상으로 검증한 결과는 계획홍수량, 유역면적, 유로연장, 하상경사의 4개 매개변수로 유도한 관계식이 가장 우수한 것으로 나타났다. 본 연구에서 유도한 관계식을 수공실무의 계획 하폭산정에 적용한다면 현재 사용하고 있는 경험식보다 좋은 결과를 얻을 수 있을 것이다.

• 한국수자원학회논문집
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• 제48권3호
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• pp.169-183
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• 2015

하천 복원을 위한 기초 작업으로서 자연 상태에 가까운 하천의 지형학적 특성을 파악하기 위해 과거 및 현재 자료를 이용하여 하천지형학적 분석을 실시하였다. 대상 하천은 미호천과 내성천이다. 분석에 포함된 지형학적 변수는 하곡변수인 곡저폭, 하도 형상변수인 사행도, 강턱하폭, 하도경사, 구성재료 변수인 하상재료, 지배 변수인 강턱유량, 비유수력이며, 지배적인 프로세스가 함께 고려되었다. 분석 결과 두 하천은 비슷한 유역면적을 갖는 모래하천이지만, 곡저폭, 하도 형상변수, 종단적 위치에 따른 지배적인 프로세스 등에서 차이가 있는 것으로 나타났다. 또한 지형학적 변수들 사이의 상호 관계를 분석하였다. 그 결과 강턱하폭은 강턱유량에 비례하여 증가하였고, 그 경향성은 기존의 연구 결과와 대체로 일치하고 있다. 강턱유량과 하도경사를 분석한 결과 미호천은 사행하천과 망상하천의 특성을 나타내고 있는 반면, 내성천은 대부분의 구간에서 망상하천에 해당하는 것으로 나타났다. 하도경사와 하폭수심비 관계를 이용하여 지배적인 프로세스를 분석한 결과 미호천은 사구-연흔의 특성을 나타내고 있으나 내성천은 하류에서는 망상하천 특성이 지배적인 반면, 상류에서는 여울-소 내지는 평하상 특성이 지배적인 것으로 나타났다. 과거 자료를 이용한 분석 결과는 정비된 하천의 자료를 이용한 분석 결과에 비해 합리적인 것으로 나타났다.

• 한국조경학회지
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• 제35권1호
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• pp.28-35
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• 2007

The purpose of this study is to evaluate the visual preference factors for river scenery, which can vary according to changes in water levels, to estimate the optimal ratio of water surface/river width. Five locations on the Youngsan and Sumjin Rivers were selected as representative samples and field survey data such as channel geometry with water levels were prepared to develop the slide of river scenery, To estimate the level of satisfaction in river scenery, slides of 4 different water levels at each of the representative locations were developed through questionnaire. To analyse the correlation between the visual preference for river scenery and preference factors, a multi regression analysis method was adopted in this study. According to the results of the multi regression analysis, Factor B(Aesthetic factors) have the greatest affect on visual preferences and Factor A(A Feeling of Open space and Physical factors) affect significantly to visual preferences for river scenery. The results of analysis shows that the most preferred W/B ratio varies from 0.5 to 0.7 and this result indicates that many people prefer high levels river flow to maintain a natural and harmonious view of rivers. The results of this study will contribute to the field of river landscape design and river restoration projects in order to maximize the human being's satisfaction as a part of nature.