• Title/Summary/Keyword: Ditch

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Development of Prediction Method of Desalination on a Saturated Soil in Saemanguem Reclaimed Area (새만금 간척지 포화상태 흙의 제염예측기법 개발)

  • Seo, Dong-Uk;Kim, Hyeon-Tae;Chang, Pyoung-Wuck;Lee, Sang-Hun
    • Journal of The Korean Society of Agricultural Engineers
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    • v.51 no.2
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    • pp.29-34
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    • 2009
  • A series of laboratory model tests and numerical analysis is performed to analyze characteristics of desalination and to predict a period of desalination for subsurface saturated soil in Saemanguem reclaimed area. The results show that quantity of desalination is small as salinity of water is increased. On the contrary, quantity of desalination is increased as salinity of soil is high. In order to decrease the salinity to 10 % of initial salinity of soil at depth of 2 m, it takes 11 years to desalinate the soil 50 m away from drainage ditch. For soil at depth of 1.5 m only 1 year to desalinate the soil near drainage ditch. Also, water head of 80 cm is required to desalinate to 10 % of initial salinity for 60 cm thick soil. Because the following results is based upon the Saemangeum soil, an application of this result for another field will be cautious. More research will be required on this matter.

A Study on the Roadside Slope of the Parkway in Chi-Ri Mountain National Park (智異山 國立公園 道路비탈면에 對한 조사 硏究)

  • Seo, Byung-Soo;Kim, Sei-Cheon;Lee, Chang-Heon;Park, Choung-Min;Lee, Kyu-Wan
    • Journal of the Korean Institute of Landscape Architecture
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    • v.18 no.3 s.39
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    • pp.39-56
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    • 1990
  • The purpose of this study is to analyze the roadside slope of mountainous Parkway. 48 sites were selected by Random Ranking Sampling. This study was researched on the slope condition with the cause of occurrence, the situation of fundamental engineering works and vegetation on slopes. The main results of this research are summarized as follow ; 1. Slope shapes are shown nine types in cut slope and four types in fill slope. 2. Generally, fill slopes are larger than cut slopes in slop area. 3. Grade is more steep than standard grade. 4. Main engineering works, which constructed for slope stability, are terracing, side-ditch wall, channel, concrete trellis works and wire fence. 5. Roundabout channel were many constructed within the sector of Ukmojeong-Deokdong, but were few constructed within the sector of Banseon-Seongsam pass and Cheoneun Temple-Seongsam pass. 6. Most. of side-ditch wall were constructed of concrete and wet-masonry. 7. In vegetation works, many exterior species were selected. 8. Planting pattern was not combinated with the national park landscape.

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Development and Evaluation of the KOrea Insecticide Exposure Model (KOIEM) for Managing Insecticides

  • Jung, Ja-Eun;Lee, Yong-Ju;Kim, Yoon-Kwan;Lee, Sung-Kyu
    • Bulletin of the Korean Chemical Society
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    • v.33 no.4
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    • pp.1183-1189
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    • 2012
  • The KOrea Insecticide Exposure Model (KOIEM) was developed to facilitate ecological risk-based management of Korean insecticides. KOIEM, applied as a multimedia fate model, evaluates water, soil, air, and vegetation compartments based on three water-body types (streams, ditches, and ponds). Deltamethrin, a pyrethroid insecticide, was used to evaluate and create the model parameters. After exposure of both the stream and the ditch to deltamethrin, the KOIEM-predicted concentrations and the observed levels were in agreement. The model was also evaluated using the accuracy factor (AF), which was 4.32 and 0.35 for the stream and ditch, respectively. Ecological risk assessment was also performed to evaluate the application of KOIEM for four popular South Korean insecticides (cypermethrin, deltamethrin, diazinon, and permethrin). Despite the insecticides having low PECs in water, their risk quotients were typically above 1.0. Thus, KOIEM modification would be required in further studies to account for spatial variation.

The Removal of Organics in an Oxidation Ditch (산화구에서의 유기물 처리에 관한 연구)

  • 김건흥
    • Water for future
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    • v.13 no.3
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    • pp.71-76
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    • 1980
  • The oxidation ditch is an efficient, low cost form of treatment of domestic and many industrial waste. It has gained rapid acceptance because of its simplicity, low cost operation, ease of operation, simple mintenance and flexibiltiy. The objective of this investigation was to measure the removal of organics in an existing dithc that does not have return sludge and which is not preceded by primary sedimentation. To accomplish this objective, samples of the wastewater influent and effluent were collected from the wastewater treatment plant of Mansfield, Texas during practical training. These samples were collected over an extended period of time to obtain samples at various treatment temperatures. Two analytical tests, COD and suspended solids, were used to monitor the operation of the plant. The results show that high removal efficiencies were obtained at high temperatures, with the efficiency decreasing as the temperature decreased to approximatedly 16$^{\circ}C$, at which point the efficienty tmeperature relationship appeared to stabilize.

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Selecting Aquifer Artificial Recharge Methods Based on Characteristics of the Target Aquifer (주입대상 대수층의 특성을 고려한 인공함양 방법 선정 연구)

  • Lee, Yeoung-Dong;Shin, Dong-Min;Kim, Byeong-Jun;Kim, Gyoo-Bum
    • The Journal of Engineering Geology
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    • v.29 no.4
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    • pp.483-494
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    • 2019
  • This study aimed to determine the extent of artificial aquifer recharge and to evaluate appropriate recharge techniques based on field investigations and comparative analysis of each recharge method. Characteristics of the aquifer determine the target aquifer and the recharge method for artificial groundwater recharge. Electrical conductivity surveys, drilling, permeability tests, and grain-size analysis indicate that the hydraulic conductivity of weathered soil and weathered rock is higher than that of upper unconsolidated soil. Pumping tests indicate that the groundwater level was stable at a depth of 12 m until 9 hours of pumping, but after that it dropped again, indicating anisotropic aquifer characteristics. Three types of artificial recharge method were reviewed, including recharge wells, ditches, and ponds, and a combination of two methods is proposed: a recharge well system directly injecting into weathered soil and rock sections with good permeability, and an injection ditch that can increase the recharge effect by line-type injection in the upstream area. The extent of groundwater recharge by the selected methods will be evaluated through on-site tests and if their applicability is verified, they will contribute to securing water in areas of water shortage.

Bacterial Community Shift during the Startup of a Full-Scale Oxidation Ditch Treating Sewage

  • Chen, Yajun;Ye, Lin;Zhao, Fuzheng;Xiao, Lin;Cheng, Shupei;Zhang, Xu-Xiang
    • Journal of Microbiology and Biotechnology
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    • v.27 no.1
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    • pp.141-148
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    • 2017
  • The oxidation ditch (OD) is one of the most widely used processes for treating municipal wastewater. However, the microbial communities in the OD systems have not been well characterized, and little information about the shift of bacterial community during the startup process of the OD systems is available. In this study, we investigated the bacterial community changes during the startup period (over 100 days) of a full-scale OD. The results showed that the bacterial community dramatically changed during the startup period. Similar to the activated sludge samples in other studies, Proteobacteria (accounting for 26.3%-48.4%) was the most dominant bacterial phylum in the OD system, but its relative abundance declined nearly 40% during the startup process. It was also found that Planctomycetes proliferated greatly (from 4.79% to 13.5%) and finally replaced Bacteroidetes as the second abundant phylum in the OD system. Specifically, some bacteria affiliated with genus Flavobacterium exhibited remarkable decreasing trends, whereas bacterial species belonging to the OD1 candidate division and Saprospiraceae family were found to increase during the startup process. Despite of the bacterial community shift, the organic matter, nitrogen, and phosphorus in the effluent were always in low concentrations, suggesting the functional redundancy of the bacterial community. Moreover, by comparing with the bacterial community in other municipal wastewater treatment bioreactors, some potentially novel bacterial species were found to be present in the OD system. Collectively, this study improved our understandings of the bacterial community structure and microbial ecology during the startup of a full-scale wastewater treatment bioreactor.

Robot Techologies in Response to Accidents in Nuclear Power Plants

  • Kim, Seungho;Jung, Kyung-Min;Kim, Chang-Hoi;Seo, Yong-Chil
    • 제어로봇시스템학회:학술대회논문집
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    • 2002.10a
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    • pp.43.6-43
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    • 2002
  • $\textbullet$ KAEROT/m1 with an omni-directional planetary wheel mechanism for the narrow corridor. $\textbullet$ KAEROT/m2 can pass over the ditch with specially designed four wheel of a re-configurable crawler. $\textbullet$ Stereo imaging system with master manipulator enhancing the tele-presence. $\textbullet$ Small hybrid dosimeter detecting radiation dose and dose rate simultaneously.

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중소규모 하수처리장의 탈질$\cdot$탈인 PICD 시스템 실용화기술개발

  • 한상배;노명규;정보림;장덕;서성철;홍기호;성문성
    • Environmental engineer
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    • s.172
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    • pp.70-81
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    • 2000
  • G-7 환경기술연구개발 3단계사업의 일환으로 `98년도부터 (주)그린기술산업과 건국대학교에서 연구 수행중인 PICD(Phased Isolation Intra Clarifier Ditch)시스템은 중소규모 하수처리장의 유입부하변동에 대해 안정적이고, 신축적인 운전이 가능한 탈질$\cdot$탈인 공정이다. 국내는 물론 미국 및 중국 특허를 획득한 본 시스템은 기존의 내부순환포함 다단 완전혼합형 영양염류제거공정과는 달리 침전지를 산화구에

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A Study on Earth Pressure in Unsymmetrical Narrow Backfill Space (비대칭 좁은 공간에서의 되메움 토압에 관한 연구)

  • 문창열
    • Journal of the Korean Geotechnical Society
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    • v.15 no.4
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    • pp.261-277
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    • 1999
  • The horizontal and vertical earth pressures in backfill space which is narrowly excavated like ditch are affected by the share of ditch backfill space and the wall friction between excavated surface and backfill soil. In this paper, for the excavated surface the Handy's equation of a symmetric vertical case and the Kellogg's equation of a symmetric sloped one are modified to show the minor principal stress arch for the unsymmetrical excavated backfill space. Compared with the soil test box result, a similarity in magnitude and distribution of backfill earth pressure shows that the earth pressure has been observed. The backfill earth pressure in unsymmetrically sloped space has been shown twice as much as the one in vertically excavated space and also remarkable decline of arching for the former case. It is verified that the earth pressure equation should account the shape and size of backfill space to calculate the earth pressure for similar structure to the one handled in this study.

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Concentration and Environmental Loading of Veterinary Antibiotics in Agricultural Irrigation Ditches

  • Kim, Sung-Chul;Chung, Doug Young;Kim, Kye Hoon;Lee, Ja Hyun;Kim, Hyo Kyung;Yang, Jae E.;Ok, Yong Sik;Almarwei, Yaser A.O.
    • Korean Journal of Soil Science and Fertilizer
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    • v.45 no.6
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    • pp.867-876
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    • 2012
  • The concentration of veterinary antibiotics in aqueous and sediment matrices was measured in agricultural irrigation ditches bordering several animal-feeding operations (AFOs) and then compared to its concentration in the watershed. Analytical determination in aqueous samples was based on solid phase extraction (SPE) and appropriate buffer solutions were used to extract residuals in sediment samples. Separation and detection of extracted veterinary antibiotics were performed with high performance liquid chromatograph tandem mass spectrometry (HPLC/MS/MS). In general, higher concentrations of antibiotic were observed in the aqueous phase of irrigation ditches, with the highest concentration of erythromycin hydrochloride (ETM-$H_2O$) of $0.53{\mu}g\;L^{-1}$, than in aqueous watershed samples. In contrast, higher concentrations were measured in river sediment than in irrigation ditch sediment with the highest concentration of oxytetracycline of $110.9{\mu}g\;kg^{-1}$. There was a high calculated correlation ( > 0.95) between precipitation and measured concentration in aqueous samples from the irrigation ditches for five of the ten targeted veterinary antibiotics, indicating that surface runoff could be an important transport mechanism of veterinary antibiotics from field to environment. Further, environmental loading calculation based on measured concentrations in aqueous samples and flow information clearly showed that irrigation ditches were 18 times greater than river. This result suggests the likelihood that veterinary antibiotics can be transported via irrigation ditches to the watershed. The transport via surface runoff and likely environmental loading via irrigation ditches examined in this study helps identify the pathway of veterinary antibiotics residuals in the environment.