• 제목/요약/키워드: Soil erosion loss

검색결과 239건 처리시간 0.022초

Nitrogen and Phosphorus Runoff Loss during Summer Season in Sandy Loam Red Pepper Field as Affected by Different Surface Management Practices in Korea

  • Han, Kyung-Hwa;Ro, Hee-Myong
    • 한국토양비료학회지
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    • 제49권6호
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    • pp.669-676
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    • 2016
  • A field study was conducted to determine the runoff loss of N and P in small scale of red pepper field plots (10% slope), consisting of three different plots with black polyethylene vinyl mulching (mulching), ridge without mulching (ridge), and flat without ridge and mulching (flat). Composted manure and urea as a basal application were applied at rates of $20MT\;ha^{-1}$ and $93kg\;N\;ha^{-1}$, respectively. Urea at $189kg\;N\;ha^{-1}$ and fused phosphate at $67kg\;P_2O_5\;ha^{-1}$ were additionally applied on June 25 with different fertilization methods, broadcast application in flat plot and hole injection in ridge and mulching plots. Plant uptake of N and P was positively correlated with their respective concentrations in surface soil: mulching > ridge > flat plots. The runoff loss by soil erosion was higher in flat plot than ridge and mulching plot with contour line. Nitrate loss by the runoff water had no significant differences among three surface management practices, but the higher average value in ridge and mulching plots than flat plot. Especially, the flat plot had no phosphate loss during summer season. This is probably due to low labile P content in surface soil of flat plot. In the summation of soil and water loss, flat plot was higher in N and P loss than ridge and mulching plot with contour line. Nevertheless, the nitrate and phosphate loss by runoff water could be more important for non-point source management because the water could meet the river easier than eroded soil because of re-deposition around slope land.

야산개발지(野山開發地)의 토양침식(土壤侵蝕)에 관(關)하여 (Runoff and soil loss on newly reclaimed upland)

  • 정영상;신제성;신용화
    • 한국토양비료학회지
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    • 제9권1호
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    • pp.9-16
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    • 1976
  • 우리나라에서 토양유실량(土壤流失量)을 예측(豫測)하기 위(爲)한 토양침식성인자(土壤浸蝕性因子) K(soil factor for Universal soil loss equation)를 알아내기 위하여 인공강우기(人工降雨器)를 사용(使用)하여 야산개발지토양(野山開發地土壤)을 중심(中心)으로 유출량(流出量) 및 토양유실량(土壤流失量)을 측정(測定)함과 동시(同時)에 토양유실량(土壤流失量)으로부터 산출(算出)된 토양침식성인자(土壤浸蝕性因子) K과 Wischmeier의 nomograph에서 토양(土壤)의 물리적(物理的) 성질(性質)을 적용(適用)하여 얻은 토양침식성인자(土壤浸蝕性因子) K와 비교(比較)한 결과(結果) 요약(要約)하면 다음과 같다. 가. 유출량(流出量)은 토양(土壤)의 점토함량(粘土含量)이 많아질수록 증가(增加)하였으나, 토양유실량(土壤流失量)과 S/R비(比)(토양유실량(土壤流失量)과 유출량(流出量)의 비(比)는 토성(土性)과 관계(關係)없고 토양(土壤)의 종류(種類)에 따라 현저(顯著)한 차이(差異)가 있었다. 경사도(傾斜度)와 유출량(流出量)과의 관계(關係)를 보면 경사(傾斜)가 심(甚)할수록 유출량(流出量)의 증가(增加)는 완만(緩慢)하여졌지만, 토양유실량(土壤流失量)과 S/R비(比)는 경사(傾斜)가 심(甚)하여질수록 현저(顯著)히 증가(增加)하였다. 나. 토양유실량(土壤流失量) 및 S/R비(比)는 표토(表土)의 유기물함량(有機物含量)과 부상관(負相關)이 인정(認定)되었으며, 분산율(分散率)과 점토율(粘土率) 및 미사(微砂)의 함량(含量)과 정상관(正相關)을 보였으며, 가비중(假比重)과는 상관(相關)이 없었다. 또 이들은 Middleton 침식율(浸蝕率)과 토성(土性)이 사질(砂質)인 토양(土壤)에서는 정상관(正相關)이 인정(認定)되나, 식질토양(埴質土壤)에서는 그 경향(傾向)을 인정(認定)할 수 없었다. 다. 토양침식성인자(土壤浸蝕性因子) K는 전남미사질식양토(全南微砂質埴壤土)에서 0.32, 삼각사양토(三角砂壤土)에서 0.22, 상주사양토(尙州砂壤土)에서 0.17, 예산양토(禮山壤土)에서 0.15, 및 송정식양토(松汀埴壤土)에서 0.13 이었다. 이들 K의 값과 nomograph에서 얻은 K의 값과 비교(比較)한 결과(結果) 상호근사(相互近似)함으로 우리나라에서 K값을 얻은 데에 Wischmeier의 nomograph를 활용(活用)하여도 무방(無妨)한 것으로 사료(思料)된다.

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표토침식량 산정을 위한 지역별 연평균 강우침식인자 유도 (Derivation of regional annual mean rainfall erosivity for predicting topsoil erosion in Korea)

  • 이준학
    • 한국수자원학회논문집
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    • 제51권9호
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    • pp.783-793
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    • 2018
  • 본 연구의 목적은 한국의 지역별 연평균 강우침식인자 값을 갱신하기 위한 것이다. 2012년 환경부는 표토의 침식 현황조사에 관한 고시를 공포하면서 전국 규모의 토양침식량을 추정하기 위한 모델로서 범용토양유실공식 모델을 채택한 바 있다. 이 고시에는 범용토양유실공식을 적용하기 위해 필요한, 158개 지점에 대한 지역별 강우침식인자가 포함되어 있으나, 이 값은 1997년 이전에 만들어진 데이터를 바탕으로 하고 있기에 개선될 필요가 있다. 본 연구는 우리나라 전국 단위의 연평균 강우침식인자 데이터를 수집하고 분류, 통합하여 분석에 사용하였다. 연구결과 1961~2015년 기간의 54개 지점에 대한 연평균 강우침식인자를 재산정하였으며 새로운 등강우침식도를 제시하였다. 또한 실무에서 활용이 용이하도록 국내 167개 시 군별 연평균 강우침식인자 데이터를 제시하였다. 본 연구에서 제시한 값은 표토침식량을 예측하기 위한 업데이트된 강우침식인자로 활용될 수 있을 것이다.

바이오폴리머 배합토를 이용한 호안 조성과 모니터링 (Monitoring for Constructed Revetments Using Biopolymer Mixed Soil)

  • 김명환;이두한
    • 대한토목학회논문집
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    • 제41권6호
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    • pp.645-653
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    • 2021
  • 바이오폴리머는 살아있는 유기체에 의해 생성되는 고분자 화합물의 통칭이다. 이 중 미생물의 부산물로 만들어지는 유기성 고분자 화합물인 잔탄, 베타글루칸 등은 물질의 점성을 높이는데 사용되는데 이를 물에 희석하여 모래나 진흙과 혼합하면 압축강도와 전단강도를 높일 수 있다. 본 연구에서는 특수하게 흙의 강도를 높이기 위한 목적으로 개발된 잔탄 및 베타글루칸 계열의 바이오폴리머와 흙을 혼합하여 제조한 배합토를 하천 제방 호안에 도포하고 겨울을 지낸 후의 변화를 3차원 지상 LiDAR를 활용하여 모니터링 하였다. 동절기 전후 지상 LiDAR 측량을 통하여 취득한 3차원 점군자료를 이용하여 테스트베드 주요 구간의 변화를 분석한 결과 바이오폴리머 배합토를 도포한 두 구간에서는 눈으로는 확인하기 어려울 정도로 변화가 없었던 반면 바이오폴리머 배합토를 사용하지 않은 자연제방 구간에서는 세류침식(Rill erosion)으로 인한 토양손실이 확인되었다.

WUI 산불 소유역에 대한 GIS 기반 침식모형의 적용성 평가 (Applicability evaluation of GIS-based erosion models for post-fire small watershed in the wildland-urban interface)

  • 신승숙;안승효;송진욱;채국석;박상덕
    • 한국수자원학회논문집
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    • 제57권6호
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    • pp.421-435
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    • 2024
  • 2023년 4월에 양강지풍의 영향으로 영동지역에 위치한 강릉에 산불이 발생하였다. 본 연구에서는 강릉 WUI (Wlidland-Urban Interface) 산불 소유역을 대상으로 식생회복에 따른 침식률을 평가하고자, GIS 기반의 RUSLE (Revised Universal Soil Loss Equation)와 SEMMA (Soil Erosion Model for Mountain Areas)를 이용하였다. WUI 화재 소유역은 고도의 범위가 10-30m로 낮으며, 사면의 평균경사는 10.0±7.4°로 준경사면 (general slope)에 해당한다. 토성은 유기물 함량이 높고, 토심이 깊은 양질사토(loamy sand) 이었다. 산불 이후 구곡부(gully)에서 초본층이 왕성하게 재생함에 따라, NDVI (Normalized Difference Vegetation Index)가 최대 0.55에 이르렀다. 침식률 모의 결과 RUSLE은 0.07-94.9 t/ha/storm의 범위이었고, SEMMA는 0.24-83.6 t/ha/storm의 범위를 보였다. RUSLE는 SEMMA보다 평균침식률을 1.19-1.48배 과다 예측하였다. 소나무 화재목이 분포하고, 경사가 급한 중부사면에서 침식률이 크며, 초본층의 회복이 빠른 구곡아래 와지(hollow)에서 상대적으로 낮은 침식률을 보였다. SEMMA는 화재 사면의 NDVI가 0.25(Ic=0.35) 이하인 특정 식생피복에서 급격히 증가하는 침식민감도를 보였다. 유기물 함량이 높고 자연 식생의 회복이 빠른 준경사면은 급경사면에 비해 침식률이 상대적으로 작았다. WUI 산불 지역은 집중호우에 의한 토사재해로 후속적인 물·인적 피해가 예상됨에 따라, 본 연구 결과는 화재 이후 응급대처의 시행을 위한 목표 관리 및 의사 결정의 기초자료로 활용될 것이다.

보정계수 적용을 통한 유역에 대한 ArcSATEEC의 월별 토양유실량 추정 방안 연구 (Monthly Sediment Yield Estimation Based on Watershed-scale Application of ArcSATEEC with Correction Factor)

  • 김은석;이한용;양재의;임경재;박윤식
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제25권3호
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    • pp.52-64
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    • 2020
  • The universal soil loss equation (USLE), a model for estimating the potential soil loss, has been used not only in research areas but also in establishing national policies in South Korea. Despite its wide applicability, USLE cannot adequately address the effect of seasonal variances. To overcome this limit, the ArcGIS-based Sediment Assessment Tool for Effective Erosion (ArcSATEEC) has been developed as an alternative model. Although the field-scale (< 100 ㎡) application of this model produced reliable estimation results, it is still challenging to validate accuracy of the model estimation because it only estimates potential soil losses, not the actual sediment yield. Therefore, in this study, a method for estimating actual soil loss based on the ArcSATEEC model was suggested. The model was applied to eight watersheds in South Korea to estimate sediment yields. Correction factor was introduced for each watershed, and the estimated sediment yield was compared with that of the estimated yield by LOAD ESTimator (LOADEST). Sediment yield estimation for all watersheds exhibited reliable results, and the validity of the proposed correction factor was confirmed, suggesting the correction factor needs to be considered in estimating actual soil loss.

Web GIS기반의 수계기반 표토정보 시스템 개발 (Development of Watershed-based Surface Soil Information System based on Web GIS)

  • 성윤수;이동준;임경재;양재의;이서로;김종건
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제22권6호
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    • pp.94-103
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    • 2017
  • Surface soil is one of the most important resources that have many functions for human needs such as conservation of water resource, purification of contaminated materials, and productivity of food or energy. However, the surface soil is a limited resource that cannot be recovered readily for a long time once it is lost by erosion. In Korea, the Ministry of Environment enacted the notification on the investigation of surface soil erosion and corresponding countermeasures. As the results, database of soil quality assess criteria (biomass, groundwater recharge, habitat, carbon storage, buffer, and soil loss) was established, and the web-based system that can evaluate surface soil conditions was developed. However, non-experts have difficulties in using the system because the system requires in-depth knowledge about soil qualities. In this study, the Web Geographic Information System (GIS) watershed-based surface soil information system was developed to improve usability of the system and accessibility of soil quaility database. The system provides the current condition of surface soil characteristics and GIS-based soil data at selected locations. The users are able to download soil quality data in different districts, watersheds, and special regions allocated by TauDEM module. The system developed in this study would valuable surface soil information for studies of soil quality and its environmental effects, and thereby contributing to establishing more appropriate and robust soil conservation laws.

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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Estimation of R factor using hourly rainfall data

  • Risal, Avay;Kum, Donghyuk;Han, Jeongho;Lee, Dongjun;Lim, Kyoungjae
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2016년도 학술발표회
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    • pp.260-260
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    • 2016
  • Soil erosion is a very serious problem from agricultural as well as environmental point of view. Various computer models have been used to estimate soil erosion and assess erosion control practice. Universal Soil loss equation (USLE) is a popular model which has been used in many countries around the world. Erosivity (USLE R-factor) is one of the USLE input parameters to reflect impacts of rainfall in computing soil loss. Value of R factor depends upon Energy (E) and maximum rainfall intensity of specific period ($I30_{max}$) of that rainfall event and thus can be calculated using higher temporal resolution rainfall data such as 10 minute interval. But 10 minute interval rainfall data may not be available in every part of the world. In that case we can use hourly rainfall data to compute this R factor. Maximum 60 minute rainfall ($I60_{max}$) can be used instead of maximum 30 minute rainfall ($I30_{max}$) as suggested by USLE manual. But the value of Average annual R factor computed using hourly rainfall data needs some correction factor so that it can be used in USLE model. The objective of our study are to derive relation between averages annual R factor values using 10 minute interval and hourly rainfall data and to determine correction coefficient for R factor using hourly Rainfall data.75 weather stations of Korea were selected for our study. Ten minute interval rainfall data for these stations were obtained from Korea Meteorological Administration (KMA) and these data were changed to hourly rainfall data. R factor and $I60_{max}$ obtained from hourly rainfall data were compared with R factor and $I30_{max}$ obtained from 10 minute interval data. Linear relation between Average annual R factor obtained from 10 minute interval rainfall and from hourly data was derived with $R^2=0.69$. Correction coefficient was developed for the R factor calculated using hourly rainfall data.. Similarly, the relation was obtained between event wise $I30_{max}$ and $I60_{max}$ with higher $R^2$ value of 0.91. Thus $I30_{max}$ can be estimated from I60max with higher accuracy and thus the hourly rainfall data can be used to determine R factor more precisely by multiplying Energy of each rainfall event with this corrected $I60_{max}$.

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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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