• 제목/요약/키워드: Soil Erosion Amount

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준설해사를 성토재로 활용한 방수제 단면에 관한 연구 (Research on Construction of Lake dike Using Dredged soil)

  • 서동욱;김현태
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 춘계 학술발표회
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    • pp.299-307
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    • 2009
  • New lake dike in Saemanguem area is 125km length and require a great amount of fill materials, but it's difficult to get the amount of materials and develop a quarry because of environment conservation. Therefore, the solution is to use the dredged soil in project area as the fill materials not to develop quarry. However, characteristic of dredged soil as a silty fined sand is very weak at seepage, sliding, erosion of dike due to infiltration of rainfall, wind etc. So, lake dike using dredged soil must be constructed safely against the unstable problem of dredged sand. The objective of research is to make safe lake dike using dereged soil on construction of Saemangeum new lake dike. So, we analyzed the characteristic of dredged soil and suggested a standard section of lake dike.

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황폐임야(荒廢林野)가 수해참상(水害慘狀)에 미치는 영향(影響) (천보산(天寶山)과 인접(隣接) 죽엽산(竹葉山)을 중심(中心)으로) (Influences of the devastated forest lands on flood damages (Observed at Chonbo and the neighbouring Mt. Jook-yop area))

  • 정인구
    • 한국산림과학회지
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    • 제5권1호
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    • pp.4-9
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    • 1966
  • 1. On 13 September 1964 a storm raged for 3 hours and 20 minutes with pounding heavy rainfalls, and precipitation of 287.5 mm was recorded on that day. The numerous landslides were occured in the eroded forest land neighbouring Mt. Chunbo, while no landslides recorde at all on Mt. Jookyup within the premise of Kwangnung Experiment Station, the Forest Experiment Station. 2. Small-scalled Landslides were occured in 43 different places of watershed area (21.97 ha.) in which the survey had already been done, in and around Mt. Chunbo (378 m a.s.l.). The accumulated soil amount totaled $2,146,56m^3$ due to the above mentioned landslides, while soil accumulated from riverside erosion has reached to $24,168.79m^3$, consisting of soils, stones, and pebbles. However, no landslides were reported in the Mt. Jook yup area because of dense forest covers. The ratio of the eroded soil amount accumulated from the riversides to that of watershed area was 1 to 25. On the other hand, the loss and damage in the research area of Mt. Chonbo are as follows: 28 houses completly destroyed or missing 7 houses partially destroyed 51 men were dead 5 missing, and 57 wounded. It was a terrible human disaster However, no human casualties were recorded at all, 1 house-completly destroyed and missing, 2 houses-partially destroyed. Total:3 houses were destroyed or damaged, in The area of Mt. Jookyup 3. In the calculation of the quanty of accumulated soil, the or mula of "V=1/3h ($a+{\sqrt{ab}}+b$)" was used and it showed that 24, 168.79m of soil, sands, stones and pebbles carried away. 4. Average slope of the stream stood 15 at the time of accident and well found that there was a correlation between the 87% of cross-area sufferd valley erosion and the length of eroded valley, after a study on regression and correlation of the length and cross-area. In other works, the soil erosion was and severe as we approached to the down-stream, counting at a place of average ($15^{\circ}1^{\prime}$) and below. We might draw a correlation such as "Y=ax-b" in terms of the length and cross-area of the eroded valley. 5. Sites of char-coal pits were found in the upper part of the desert-like Mt. Chunbo and a professional opinion shows that the mountain was once covered by the oak three species. Furthermore, we found that the soil of both mountains have been kept the same soil system according to a research of the soil cross-area. In other words, we can draw out the fact that, originally, the forest type and soil type of both Mt. Chunbo (378m) and Mt. Jookyup (610m) have been and are the same. However, Mt. Chunbo has been much more devastated than Mt. Jookyup, and carried away its soil nutrition to the extent that the ratios of N. $P_2O_5K_2O$ and Humus C.E.C between these two mountains are 1:10;1:5 respectively. 6. Mt. Chunbo has been mostly eroded for the past 30 years, and it consists of gravels of 2mm or larger size in the upper part of the mountain, while in the lower foot part, the sandy loam was formulated due to the fact that the gluey soil has been carried and accumulated. On the hand, Mt. Jookyup has consitantly kept the all the same forest type and sandy loam of brown colour both in the upper and lower parts. 7. As for the capability of absorbing and saturating maximum humidity by the surface soil, the ratios of wet soil to dry soil are 42.8% in the hill side and lower part of the eroded Mt. Chunbo and 28.5% in the upper part. On the contrary, Mt. Jookyup on which the forest type has not been changed, shows that the ratio in 77.4% in the hill-side and 68.2% in the upper part, approximately twice as much humidity as Mt. Chunbo. This proves the fact that the forest lands with dense forest covers are much more capable of maintaining water by wood, vegitation, and an organic material. The strength of dreventing from carring away surface soil is great due to the vigorous network of the root systems. 8. As mentioned above, the devastated forest land cause not only much greater devastation, but also human loss and property damage. We must bear in mind that the eroded forest land has taken the valuable soil, which is the very existance of origin of both human being and all creatures. As for the prescription for preventing erosion of forest land, the trees for furtilization has to be planted in the hill,side with at least reasonable amount of aertilizer, in order to restore the strength of earth soil, while in the lower part, thorough erosion control and reforestation, and establishments along the riversides have to be made, so as to restore the forest type.

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북한산국립공원에서 동결융해침식토사 및 유량이 계류수질에 미치는 영향 분석 (Analysis of Influences of the Solifluction Soil and Stream flow on the Stream Water Quality of Bukhansan National Park)

  • 박재현
    • 한국환경복원기술학회지
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    • 제6권2호
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    • pp.11-20
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    • 2003
  • This research was conducted to investigate the influences of the solifluction soil and amount of flow on the stream water quality of the Bukhansan National Park from March to october, 2002. The average pH of stream water was higher than that caused by solifluction soil. The average electrical conductivity of upstream water was about 2.1~2.8 times lower than that of downstream water. Linear regression analysis showed that pH and amount of anion($Cl^-$, ${NO_3}^-$, ${SO_4}^{2-}$) of stream water were very significantly correlated with those at the caused by solifluction soil. Structures for erosion control along both sides of stream channel should be designed in order not to influence upon solifluction soil and stream water quality.

모악산도립공원 등산로의 환경훼손 실태 및 이용영향에 관한 조사연구 (Study on Environmental Deteriorations of Trail and Use Impacts in Moaksan Provincial Park)

  • 김세천;박종민
    • 한국조경학회지
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    • 제25권4호
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    • pp.39-50
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    • 1998
  • The object of this study was to examine and analyze the environmental deterioration of three major trails and around peak area of Moaksan Provincial park in 1996. Trails are mostly made up at ridgeline and the slope of them is gentle. Mean trail width is 3.6m, and total length of branch trails is 982m in survey area. The environmental deterioration is derived from trail extension. Maximum eroded depth and cross-section area loss are 89cm and 14,050cm2 respectively, and gully erosion type appears at many sites. The environmental deterioration of trails is very heavy at the sections from Khui to Moaksan peak and from Moakchong to ascent part around the peak. The entire width, branch trail, maximum depth, cross-sectional area loss and surface roughness, as the indexes of trail conditions, are significantly greater at the more heavily used trails. Amount of erosion is influenced by eroded depth, longitudinal slope, runoff influence and entire width in descending order as well as the amount of use. Safety and protection facilities on the trail such as stone and soil stairs, rope handrail, stone channel and soil ditch work are built, but they are very deficient. Bared lands about 4,900m2 and fill slopes are caused and formed by recreation activities and constructions around peak area. It is required to carry the recess system and to conserve and rehabilitate the destroyed trail sites and bare fill slopes as soon as possible, before the environmental deterioration becomes critical because of increased used amount in consequence of construction of recreation parks.

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부산물 석고를 이용한 산불피해 지역 토양유실 방지 (Effect of By-product Gypsum on Soil Erosion at Burned Forest Land)

  • 김계훈;정창욱
    • 한국환경복원기술학회지
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    • 제3권4호
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    • pp.52-59
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    • 2000
  • This study was carried out to find out effect of by-product gypsum on reducing soil erosion at the sloping burned area at Sampo-ri, Gosung-gun in Kangwon-province during the period between June 28 and Sept. 30, 2000. Four experimental plots ($1.2m{\times}10m$) were prepared at the study area with slopes $15^{\circ}{\sim}18^{\circ}$ where forest fire took place twice during last 4 years. Phosphogypsum (PG) was applied to the soils of the 4 plots at the rates of 0 (control), 5, 7.5, and 10 ton/ha, respectively. Amount of rainfall, runoff, and soil loss were measured 7 times during the study. In the beginning, the amounts of runoff and soil loss from the PG treated plots were not different from those from the control plot due to steepness of the plots. However, the difference between the amount of runoff and soil loss from the PG treated plots and those from the control became apparent over time. The effect of PG treatment lasted until at least 870 mm of rainfall. Compared to the cumulative runoff from the control plot, the cumulative runoff from the plots treated with 5, 7.5, and 10 ton/ha PG decreased 7%, 31 %, and 35%, respectively. The cumulative soil loss from the plots treated with 5, 7.5, and 10 ton/ha PG decreased 44%, 53%, and 77% compared to that from the control plot. Strong acidity of PG (pH 2.0~2.5) did not affect the acidity of the soil and runoff.

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제초제 처리 과수원 포장에서 강우 사상의 효과. 2. 유거와 토양침식의 변화 (Effects of Rainfall Events on Soil in Orchard Field under Herbicide Treatment. 2. Characteristics of Runoff and Soil Erosion)

  • 정덕영;박미숙;이규승;이진호
    • 한국토양비료학회지
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    • 제43권1호
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    • pp.36-43
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    • 2010
  • 충남 공주 팔봉산 남쪽 측면에 위치한 3년간 배나무가 식재된 구릉성 침식포장에서 유거와 침식의 변화를 (1)Glyphosate 처리 (2) paraquat 처리의 두 가지 서로 다른 제초관리 형태하에서 조사하였다. 조사지의 경사도는 5.5% ~ 10.2%, 고도 125 m이며 조사면적은 896 $m^2$ ($28m{\times}32m$)였다. 2006년에서 2008년 사이 총강우사상은 각각 47, 52, 52회였다. 전체 강우사상 중 일 강우량이 20 mm보다 적은 날은 전체 강우일수의 약 65%를 차지하였다. 평형상태에서 침투율은 지표면의 잡초가 모두 제거된 나지에서 일반적으로 증가하였으며, 제초제처리구와 대조구에서는 감소하였다. 모든 대조구에서 유거는 제초제처리구와 나지구보다 항시 낮았다. 동일 강우강도에서 유거는 대조구, glyposate 처리구, paraquat 처리구 glyposate-처리 나지구 순으로 증가하였다. 높은 강우강도하에서 처리구가간 유거의 차이는 1년차에서 가장 높았다. 조사 기간 3년간 토양손실은 각각 달랐다. 미세입자 손실이 조립질보다 높았으나 토양손실은 유거나 총강우량과 상관성은 없는 것으로 조사되었다. 동일 강우강도하에서 토양침식율은 대조구, glyposate 처리구, paraquat 처리구 glyposate-처리 나지구 순으로 증가하였다. 상대적으로 30 mm 이하의 강우강도하에서는 조사구간 제초제 처리 여부 상관성이 거의 없었다. 이는 토양침식은 강우강도에 의존한다는 것을 의미한다.

성숙임목벌채지(成熟林木伐採地)에서 운재로(運材路)의 침식(浸蝕)에 미치는 환경요인(環境要因)의 영향(影響) (Influences of Environmental Factors on Soil Erosion of the Logging Road in Timber Harvested Area)

  • 박재현;우보명;정도현
    • 한국산림과학회지
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    • 제84권2호
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    • pp.239-246
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    • 1995
  • 이 연구(硏究)는 대규모(大規模) 벌채지(伐採地) 운재로(運材路)에서의 침식(浸蝕) 및 퇴적(堆積)에 관련되는 주요(主要) 인자(因子)와 그 영향(影響)을 구명(究明)할 목적(目的)으로 1993년부터 1994년까지 2개년간 백운산(白雲山) 지역(地域)(서울대학교(大學校) 농업생명과학대학(農業生命科學大學) 부속(附屬) 남부연습림(南部演習林) 제(第)26임반(林班)에 개설된 운재로(運材路)에서 수행한 연구(硏究)로서 결과(結果)를 요약(要約)하면 다음과 같다. 1. 운재로(運材路) 노면(路面) 침식(浸蝕)의 설명에 유의한 인자(因子)는 누가강우량(累加降雨量), 침식거리(浸蝕距離), 운재로(運材路)의 횡단(橫斷)물매, 토양경도(土壤硬度) 등(等) 4개(個) 인자(因子)이었으며, 누가강우량(累加降雨量)이 많을수록, 운재로(運材路) 시점(始點)으로부터 거리가 멀수록, 운재로(運材路)의 횡단(橫斷)물매가 급할수록 운재로(運材路)의 노면(路面) 침식량(浸蝕量)은 증가하였다. 2. 우재로(運材路)에서 절토사면(切土斜面) 침식량(浸蝕量)의 설명(說明)에 유의한 인자(因子)는 절토사면(切土斜面)의 모양(模樣), 침식(浸蝕)편의 위치(位置), 식생피복도(植生被覆度), 토양경도(土壤硬度), 모래함유율(含有率), 누가강우량(累加降雨量), 점토함유율(粘土含有率), 미사함유율(含有率) 등(等) 8개(個) 인자(因子)이었으며, 식생피복도(植生被覆度)가 낮을수록, 누가강우량(累加降雨量)이 많을수록, 토양중(土壤中)의 모래함유율(含有率)이 많을수록 운재로(運材路)의 절토사면(切土斜面) 침식량(浸蝕量)은 증가하였다. 3. 운재로(運材路)에서 발생된 총침식량(總浸蝕量)의 설명에 유의한 인자(因子)는 총강우량(總降雨量), 강우(降雨)횟수, 토양경도(土壤硬度) 등(等) 3개(個) 인자(因子)이었으며, 강우량(降雨量)이 많을수록, 강우(降雨)횟수가 많을수록 운재로(運材路)의 성토사면(盛土斜面) 침식량(浸蝕量)은 증가하였다. 4. 운재로(運材路)d서 발생된 총침식량(總浸蝕量)은 운재로(運材路) 개설(開設) 당해연도(當該年度)에는 $5.04{\times}10^{-2}m^2/m^2$, 그 다음 해에는 $7.37{\times}10^{-2}m^2/m^2$로, 이중 노면(路面) 침식량(浸蝕量)은 운재로(運材路) 개설(開設) 당해연도(當該年度)와 그 다음 해에 각각 운재로(運材路) 총침식량(總浸蝕量)의 32.7%, 57.1%, 절토사면(切土斜面) 침식량(浸蝕量)은 각각 총침식량(總浸蝕量)의 30.4%, 21.0%, 성토사면(盛土斜面) 침식량(浸蝕量)은 각각 총침식량(總浸蝕量)의 36.9%, 21.9%이었다. 이상(以上)의 결과(結果)를 종합해 볼 때 산림벌채(山林伐採)를 위하여 개설(開設)된 운재로(運材路)에서 침식(浸蝕)을 저감(低減)하기 위해서는 운재로(運材路) 개설시(開設時) 환경보전적(環境保全的)으로 적절한 노선(路線) 설계(設計)가 이루어져야 하며, 절 성토사면(切 盛土斜面)에는 조기(早期) 식생피복(植生被覆)을 위한 안정(安定) 녹화(綠化) 방안(方案)이 강구되어야 할 것이다.

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빈도별 R인자에 의한 토양침식 위험지역 분석 (Analysis of Soil Erosion Hazard Zone by R Factor Frequency)

  • 김주훈;오덕근
    • 한국지리정보학회지
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    • 제7권2호
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    • pp.47-56
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    • 2004
  • 본 연구는 강우-유출 침식성 인자의 빈도별에 따른 토양유실량을 평가하고 이롤 바탕으로 유역의 토침칭식 위험지역을 분석하는 것을 목적으로 한다. RUSLE는 토양침식량을 분석하는데 이용하였다. 연구지역은 섬진강 수계의 관촌유역을 선정하였다. 빈도별 강우-유출 침식성인자를 얻기 위하여 39년간의 일일최대 강우량 자료를 이용하였다. 확률강우량은 Normal 분포, Log-Normal 분포, Pearson type III 분포, log-Pearson type III 분포 및 Extreme-I 분포를 이용하였다. 이 중 적합도가 가장 높은 것으로 판단되는 Log-Pearson type III 분포를 채택하였다. Log-Pearson type III 분포는 24시간 확률 강우량을 산정하는데 이용하였고, 빈도별 강우-유출 침식성 인자는 Huff 분포비로 평가하였다. 분석결과 2년빈도에서 200년 빈도까지 토양유실량은 평균 $12.8{\sim}68.0ton/ha{\cdot}yr$로 분석되었다. 유역의 토양유실량 분포를 4개 분류등급으로 구분하여 토양침식 위험지역을 분석하였으며, 침식발생 위험지역으로 판단되는 지역은 분류등급 IV로 하였다. 분류등급 IV의 면적은 $0.01{\sim}5.28km^2$로 전체 농경지 면적의 0.02~9.00%로 나타났다. 특히, 200년빈도의 경우 분류등급 IV에서 밭작물 재배지역이 전체 농경지 면적의 77.1%를 차지하는 것으로 나타났다. 농경지의 경작상태에 따라 토양유실이 큰 영향을 받는 것으로 판단된다.

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사면 녹화용 외래초종과 재래 목·초본식물의 적정 파종량 및 혼파비에 관한 연구(II) (Optimal Amount and Mixture Ratio of Seeding of the Exotic and Native Plants for Slope Revegetation(II))

  • 전기성;우보명
    • 한국환경복원기술학회지
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    • 제2권2호
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    • pp.43-52
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    • 1999
  • This study was carried out to verify results of the nursery seedbeds. From November of 1997 to September of 1998, the artificial banking slopes in the greenhouse of the College of Agriculture and Life Sciences, Seoul National University were seeded with the mixtures of those species. Most of exotic species showed relatively poor development of root as short as 30cm. Also the green weight of root biomass of the native species was more than two times than that of the exotic species. On the other hand, it was found that the exotic species have relatively well-developed fine roots. Thus, it was concluded that the seed-mixture of the native species with long and thick roots and the exotic species with fine roots be the most effective method for topsoil erosion control on banking-slopes. The artificial rainfall system treatment(30mm/hr, 60mm/hr, 100mm/hr) on $30^{\circ}$ banking-slopes did not cause any significant change in the amount of soil loss by erosion. The root system was best developed in the plot of 1,000 seedlings per square meter and it performed well for soil erosion control. Consequently, in the case of seeding of single herbaceous species without mixing any woody seeds, the expected seedlings were 1,000 to 2,000 per square meter.

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고분자유기응집제 (Polyacrylamide)를 활용한 농경지 사면 토양유실 저감 효과 분석 (Polyacrylamide, Its Beneficial Application of Soil Erosion Control from Sloped Agricultural Fields)

  • 김민영;최용훈;이상봉;김현정;김승희;김영진
    • 한국농공학회논문집
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    • 제57권5호
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    • pp.123-128
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    • 2015
  • This study conducted a series of field experiments using soil conditioners, Polyacrylamide(PAM) and gypsum, to evaluate their effects in reducing sediment loss and surface runoff. In addition, the correction factors (K-alpha) for the erodibility factor (K) were determined to reflect the effects of PAM and PAM+gypsum in applying the USLE equation. Experimental erosion plots individually sized $10m^2$ (5 m long, 2 m wide and 1 m deep) have different slopes (10, 20 and 30%). Erosion plots were prepared for one control (C; no PAM and gypsum) and two treatments (P; PAM 20 kg/ha, PG; PAM 20 kg/ha+gypsum 3,000 kg/ha). The amounts of soil eroded and runoff were continuously monitored from July $1^{st}$ to Oct. $31^{st}$ in 2010 and compared to each other. The amount of sediment loss from a control plot was 399.2 ton/ha and the relative reduction of sediment loss were 11.4% and 33.4% for PAM-treated and PAM+gypsum treated plots, respectively. This study also determined the K-alpha factors in the USLE equation to account for the erosion control effectiveness of PAM and gypsum application. The K-alpha factors were calculated as 0.92 for PAM-treated plot and 0.69 for PAM+gypsum-treated plot. The findings of this study revealed that soil conditioners (PAM and gypsum) could play a significant role in controlling soil erosion. In addition, the modified USLE equation using the K-alpha could provide valuable information to make better decision on establishment of best management practice for soil erosion control in agriculture.