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Design and Construction of Demolition Blasting for Cofferdam at Tailrace Outlet of Baihetan Hydropower Station
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Fa-ming WU1, Xing-ping DUAN1, Jin-peng XU1, Zhao-wei YANG2, Tao ZHOU3, Zheng-liang PENG3
Blasting | 2023, 40(1) : 100 - 107
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Blasting | 2023, 40(1): 100-107
EXPLOSIVE DEMOLITION
Design and Construction of Demolition Blasting for Cofferdam at Tailrace Outlet of Baihetan Hydropower Station
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Fa-ming WU1, Xing-ping DUAN1, Jin-peng XU1, Zhao-wei YANG2, Tao ZHOU3, Zheng-liang PENG3
Affiliations
  • 1.China Three Gorges Construction Engineering Corporation, Chengdu 610000, China
  • 2.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China
  • 3.Powerchina Sinohydro Engineering Bureau 14 Co., Ltd., Kunming 650041, China
Published: 2023-03-01 doi: 10.3963/j.issn.1001-487X.2023.01.014
Outline
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The demolition blasting of the tailrace outlet cofferdam of Baihetan hydropower station has obvious characteristics of tight construction schedule, heavy task, complex rock conditions, close proximity to protective objects and high requirements for slag washing by water flow. In view of the important and difficult points in the construction, a phased, partitioned and layered blasting demolition scheme was adopted, and thus the single cofferdam was divided into two phases, three layers and eight zones. By reserving an economic cofferdam and demolishing the part above water in advance, the difficulties of huge engineering quantity and tight construction schedule were overcome. The method of drilling with large-diameter drills and protecting the hole with casing effectively reduced the occurrence of hole collapse under complex geological conditions, improved the construction efficiency and ensured the blasting effect. The design of high powder factor, low single shot, inter-hole segmentation and intra-hole delay not only met the requirements of safety control of vibration velocity, but also ensured that the rock fragmentation after blasting can be washed away by water flow. The engineering application results showed that the peak vibration velocity of blasting under the most unfavorable conditions was 11.85 cm/s, which was less than the allowable safety control standard of 12 cm/s for structural concrete. The measured peak pressure of surge wave was 0.12 MPa, which was also under the allowable value of 0.4 MPa for hydraulic steel gates. The fragmentation after blasting was controlled mostly within 40 cm, and the boulder yield was controlled within 5%. The research results can provide reference for similar projects.

cofferdam demolition  /  blasting design  /  blasting construction  /  tailrace outlet  /  Baihetan hydropower station
Fa-ming WU, Xing-ping DUAN, Jin-peng XU, Zhao-wei YANG, Tao ZHOU, Zheng-liang PENG. Design and Construction of Demolition Blasting for Cofferdam at Tailrace Outlet of Baihetan Hydropower Station[J]. Blasting, 2023 , 40 (1) : 100 -107 . DOI: 10.3963/j.issn.1001-487X.2023.01.014
Year 2023 volume 40 Issue 1
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Article Info
doi: 10.3963/j.issn.1001-487X.2023.01.014
  • Receive Date:2022-09-10
  • Online Date:2026-03-19
  • Published:2023-03-01
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  • Received:2022-09-10
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Affiliations
    1.China Three Gorges Construction Engineering Corporation, Chengdu 610000, China
    2.Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China
    3.Powerchina Sinohydro Engineering Bureau 14 Co., Ltd., Kunming 650041, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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