• Journal of Applied Biological Chemistry
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• v.43 no.4
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• pp.254-257
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• 2000

Water quality monitoring network was established at the agricultural watershed located at the Namdae-chon watershed of Seolchon-myon, Muju-gun, Chollabuk-do, Korea which is 22,560 ha in size. Based on total amount of stream flow loads of nitrogen and phosphorus from the agricultural watershed were estimated. About 4.48 (1,011 ha), 7.02 (1,585 ha), and 86.82% (19,609 ha) of the site were used for paddy fields, upland fields, and forests, respectively. During the period of 6 months from May 1 to October 31, 1999, the total amounts of precipitation and stream flow were 993.2 mm and $148,533,000m^3$ respectively. The loads of agricultural non-point sources accrued by land use were 83,526 kg, 24,508 kg, 49,705 kg, and 215 kg for total-N, ammonia-N, nitrate-N, and total-P, respectively. Results showed that 23.4 and 0.1 % of the applied nitrogen and phosphorus fertilizers, respectively, were estimated to load into the streams as agricultural non-point sources.

• Animal Systematics, Evolution and Diversity
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• v.27 no.3
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• pp.246-261
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• 2011

Adult chironomid collections were carried out near Namdae stream located at Jeollabuk-do, Muju-gun, Mujueup, Dangsan-ri in 2008 and 2009. Among 21 species of the tribe Tanytarsini identified from Muju collections, six new species (Cladotanytarsus neovanderwulpi, Paratanytarsus paramikesecumdus, Rheotanytarsus parapentapodus, Rheotanytarsus sungili, Tanytarsus neotamaoctavus, and Tanytarsus synyunosecundus) and four previously unrecorded species (Cladotanytarsus vanderwulpi, Paratanytarsus inopertus, Tanytarsus tamagotoi, and Tanytarsus uresiacutus) were confirmed. They are fully described with illustrations. As a result of this report, the Korean fauna of Tanytarsini consists of 37 species, 6 genera. In total, 128 species, 52 genera, 5 subfamilies of the family Chironomidae are listed in Korea.

• Economic and Environmental Geology
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• v.44 no.5
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• pp.399-412
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• 2011

A DEM (digital elevation model) is produced using a digital topographic map and is now a commonly used tool in geologic surveys. This study aimed to clarify the relationship between knickpoints and faults in the Namdae stream by analyzing a DEM of the area. The Namdae drainage basin was divided into three subbasins (S1, S2 and S3) and their knickpoints developed for the middle to mid-upper regions were extracted from the DEM. The relative steepness Ks and concavity depending on the incision rate was higher in S1 than in S2 and S3 regions. We assumed that the incision rate caused by active erosion resulted from several faults crossing the basins rather than differences in rock types. There are 77 knickpoints in the Namdae drainage area, including the low-ranking branch, and 24 of thses are on the main river system (S1, S2, S3). Of these 77 knickpoints, 27 (38%) are matched by faults, and from the three basins, 13 (54%) correspond with faults, indicating that the knickpoints are connected closely with the faults. For example the average Ks (relative steepness), was 38.8, but in the overlapping area of the Samdang and Doocheon faults the Ks value was 42.99~43.39. We suggest that the faults resulted in geomorphic deformation such as the high-Ksn knickpoints. There was little evdence of relationship between the knickpoints and rock boundaries, with 54% of the knickpoints distributed on the S1, S2, and S3 subbasins. We concluded that the drainage basin knickpoints are the result of fault movement and are a type of geomorphologic deformation that could be useful for surveying Quaternary faults or fault extension.

• The Korean Journal of Malacology
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• v.19 no.2
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• pp.117-124
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• 2003

Reproductive cycle and sex ratio of the marsh clam Corbicula japonica, a oviparous clam, were investigated monthly by histological observation. Samples were collected in brackish water of Namdae stream on the east coast of Korea from November 2000 to October 2001. It was able to devide the reproductive cycle of this species into five successive stages; early active (April to June), late active (May to June), ripe (June to August), partially spawned (June to September), spent (September to January) and resting stage (February to April). The spawning period was from July to September, and the main spawning occurred between August and September when seawater temperatures reached above 26$^{\circ}C$. Mature eggs of Corbicula japonica were 60-70 ${\mu}m$ in diameter. The sex ratio of individuals over 10.1 mm in shell length was about 1:1 (x$^2$ = 1.22, p > 0.05).

• Korean Journal of Ichthyology
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• v.20 no.1
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• pp.21-27
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• 2008

A total sample of 215 specimens of the Iksookimia koreensis was collected monthly from June 2004 to June 2005 in the Namdae stream, Cheorwon-gun, Gangwon-do, Korea. The age of every individual sample was estimated by the number of annual rings on the scales. A significant decrease of gonadosomatic index was noted between May and June reflecting the reproduction during this period. I. koreensis exhibited a strong bias to female (female : male, 1 : 0.56). The maximum age observed was 3 years old for male & female, both. The von Bertalanffy growth curves were expressed as $L_t=126.30[1-\exp\{-0.576(t+0.940)\}]$ for females and $L_t=100.19[1-\exp\{-1.119(t+0.695)\}]$ for males.Growth curve of weight was expressed as $W_t=11.567[1-\exp\{-0.576(t+0.940)\}]^{3.199}$ for females, $W_t=5.514[1-\exp\{-1.119(t+0.695)\}]^{3.199}$ for males. On the other hand, a significant difference in the growth rate between both sexes was found(i.e. females grew faster than males).

• Spatial Information Research
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• v.18 no.2
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• pp.25-34
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• 2010

This study simulated flood inundation each frequency rainfall using GIS spatial information and FLUMEN model for part of Muju-Namdae Stream. To create geomorphology for the analysis of flood inundation, Triangle Irregular Network(TIN) was constructed using GIS spatial interpolation method based on digital topographic map and river profile data, unique data source to represent real topography of the river areas. And also flood inundation was operated according to the levee collapse to consider extremely flood damage scenarios. As the analysis of result, the inundation area in the left levee collapse showed more high as 3.13, 3.69, and 4.17 times comparing with one of right levee for 50, 100, and 200 year frequency rainfall and showed 1.00, 2.15, and 3.34 times comparing with one of right levee in the inundation depth with over 1.0 meter, which can cause casualties. As the analysis of inundation area of the inundation depth with over 1.0 meter, which can cause casualties in left levee collapse, it increased more high as 263% and 473% when 50 year frequency change into 100 and 200 year frequency. Also As the analysis of inundation area of the inundation depth with over 1.0 meter in right levee collapse, it increased high as 123% and 142% when 50 year frequency change into 100 and 200 year frequency. Especially, the inundation area of the inundation depth with 3.0~3.5m showed more high as 263% and 489% when 50 year frequency change into 100 and 200 year frequency. It is expected that flood inundation map of this paper could be important decision making data to establish land use planning and water treatment measures.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1301-1305
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• 2009

본 연구의 목적은 금강권역에 속하는 무주 남대천유역의 유량변화가 유역의 대표어종인 피라미 서식환경에 미치는 영향을 분석하는 것이다. 유량변화를 분석하기 위해 미국의 Nature Conservency에서 개발한 수문변화지표법(Indicators of Hydrologic Alteration)을 사용하여 무주 남대천유역의 1966년${\sim}$2001년의 유량변화를 분석하였다. 유황특성이 바뀌는 1984년을 기준으로 1966년${\sim}$1983년과 1984년${\sim}$2001년의 두 기간으로 나누어 유량변화를 분석한 결과 유량은 증가하는 추세임을 확인할 수 있었다. 따라서 무주 남대천유역의 유량변화가 대표 어종인 피라미의 산란기인 4월${\sim}$5월과 치어기인 6월${\sim}$10월의 하천 서식환경에 큰 영향을 미칠 것으로 판단된다. 본 연구에서 무주 남대천유역의 산란기에 영향을 미치는 4월${\sim}$5월과 치어기에 영향을 미치는 6월${\sim}$10월의 월 평균 유량을 구분하고 수리모형인 HEC-GeoRAS를 이용하여 하도구간의 유속과 수위를 산정함으로써 피라미가 선호하는 생태적 요구조건을 만족하는 서식처 조건의 변화정도를 검토하였다.

• Proceedings of the Korea Contents Association Conference
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• 2009.05a
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• pp.432-436
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• 2009

Recently, damage of flood is increased because of a short of time of concentration by development and a rise in runoff discharge by frequently heavy rain. The increase of runoff discharge is resulted in not only rise of water level but also damage of lives and property around river. Therefore, it is should be the first to estimate the exact runoff discharge. And based on the estimated flood discharge, flood damage is prevented by estimating inundated area of flood. In this study, flood stage is forecasted using HEC-HMS and HEC-RAS for Namdae-stream. The peak discharges were determinated by probability rainfall with the return period. The peak discharges obtained from HEC-HMS were inputted boundary conditions for the channel routing. Flood stages were evaluated using HEC-RAS.

• Animal Systematics, Evolution and Diversity
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• v.26 no.3
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• pp.203-216
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• 2010

Adult chironomids were collected at Dangsan-ri, Muju-eup, Muju-gun, Jeollabuk-do on 5 September 2008, 22 May 2009 and 28 August 2009. A total of 221 specimens belong to the genus Polypedilum Kieffer from 1,113 adult midges collected were morphologically examined, and 16 Polypedilum species were identified. One species is new (Polypedilum dangsanensis Ree et Jeong sp. nov.) and eight species are newly recorded in Korea (P. asakawasense, P. convictum, P. decematogutatus, P. japonicum, P. kamotertium, P. pullum, P. serugense, and P. unifascium). These nine species are described with illustrations. Polypedilum nubifer was the most frequently collected species, consisting of 25.8% of the Polypedilum samples.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.972-972
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• 2012

일반적으로 자갈하천의 하상에는 여울, 소의 연쇄 구조(Riffle-pool sequences)가 발생한다. 여울은 수심이 얕아 유속이 빠른 부분이고 소는 수심이 깊어 유속이 느린 부분에 해당한다. 여울과 소의 연쇄구조는 모래하천에서는 보이지 않는데, 여울에서는 빠른 유속으로 인하여 하상의 조립화가 진행되며, 반대로 소에서는 하상이 세립토로 구성된다. 그리고 여울은 하도의 경사에 따라 발생하며, 유속의 빠름과 느림에 따라 크게 평여울과 급여울로 구분할 수 있다. 본 연구의 대상하천인 양양 남대천은 국내에서는 보기 드물게 개발이 거의 되어있지 않으며 조사대상 구간인 어성전(법수치) 계곡을 포함한 양양 남대천 상류 약 0.4 km은 산지하천 구간으로 비교적 자연하천의 상태를 유지하고 있다. 본 연구는 자갈하천의 구간에서 연속적으로 발생하는 여울, 소를 대상으로 하상경사, 하상재료, 수심, 유속 등 물리적 특성을 조사하였다. 이 구간에서의 나타난 여울 구간은 11개소로 구분할 수 있으며, 급여울이 시작되는 구간에서부터 여울과 소는 반복적인 형태로 나타났다. 하상경사는 평여울 구간에서 0.0011-0.0057, 급여울 구간에서 0.0143-0.0201로 나타났다. 하상재료는 $D_{50}$의 경우 평여울 구간에서 3.66-4.63 mm, 급여울 구간에서 3.61-4.63 mm로 나타났다. 이와 같은 연구는 자연하천이 갖는 여울, 소 연쇄구조의 물리적 특성을 이해하고, 자연형 여울, 소를 조성하거나 복원 시 설계를 위한 기초자료로 활용될 것으로 기대된다.