• Title/Summary/Keyword: blasting sound pressure

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A Study on the Correlation between Underwater Noise and Ground Vibration (지반진동과 수중소음의 상관성 연구)

  • Park, Jung-Bong;Kang, Choo-Won;Lee, Chang-Won
    • Explosives and Blasting
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    • v.31 no.1
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    • pp.11-22
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    • 2013
  • This study compared and analysed ground vibration, size of underwater background noise in fish farms and underwater object noise of blasting and obtained ground vibration prediction equation through a regression analysis and correlation equation between underwater object noises in order to predict degrees of underwater noise in blasting and organize underwater noise control regulations. Before the study, when background noise of fish and shellfish farms with different conditions was measured, levels of background noise were different according to environmental characteristics of each farm. Ground vibration which causes underwater noise was measured to obtain a correlation equation between ground vibration and underwater object noise. Therefore, if underwater noise is predicted for each construction with a use of a correlation and permissible standards appropriate for each condition are applied for design and construction, financial loss from damages to fish and shellfish caused by development of insufficient technological and engineering logic can be prevented and successful construction with safety of underwater creatures guaranteed can be achieved.

The Experimental Study of Scale Removal Using Ultra High Water Pressure in the Old Steel Water Pipe (초고압수를 이용한 노후한 도수 강관 내 스케일 제거에 대한 실험적 연구)

  • Seo, Taewon;Kim, Jin-Dong;Seo, Hyun-Won;Kim, Taedong
    • Journal of Korean Society of Water and Wastewater
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    • v.22 no.4
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    • pp.405-409
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    • 2008
  • This technical paper is proposing a sound concept in the application of the rehabilitation method of the water supply steel pipe in the large diameter ranged from 1,800mm to 3,500mm. There were conducted the experimental tests for the specimens as well as the real steel pipe of diameter 2,200mm. The water pressure ejected from nozzle tip should be at least 2,500bar to have the satisfied surface profiles required in the design criterion. The most difficult thing is to keep the water pressure at the nozzle tip as 2,500bar during the consecutive work in the interval of the work site more than 1km. It is found that the method suggested in this study is adequate method to meet the specified design criteria. The results of this study provide the useful information how to setup the equipments for the successful work. This method also provides not only the omission of the blasting process but also the effect of the budget reduction.

A Study on Effects of the Artificial Structures by the Blast Pressure Simulation (폭풍압 시뮬레이션에 의한 지형지물의 영향에 관한 연구)

  • Kang, Dae-Woo;Lee, Sin;Jung, Byung-Ho;Sim, Dong-Soo
    • Explosives and Blasting
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    • v.28 no.2
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    • pp.17-27
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    • 2010
  • With the development of modern society, there have been great technical advances, and the meaning, shape, and type of preservation objects have also become diverse. However, the legislation of executives established in 1961 has nt yet been revised realistically. Thatses administrative problems related to the usge and storage of explosives. In this study, the cases of civilian's question and thought that had been submitted to the government agency were surveyed. In order to analyze the effects of preservation object, ENPro3.1, which is a simulation program to analyze the sound pressure, was used to estimate the blast pressure when a magazine containing preservation objects exploded. With the damage due to the blast pressure, the problem with the safe distance depending on the preservation object levels was investigated. From the investigation, the blast pressures in the two cases with the artificial structures at the real distance 309 m and without the artificial structures at the legitimate standard space distance 440 m, were found to be 123 dB(L) and 138 dB(L), respectively. That means the influence of blast pressure in shorter distance with artificial structures is 15 dB(L) lower than longer distance without them. Therefore, it is recommended to apply the preservation distance based on the engineering analysis with a consideration of surrounding environment.