Design of water passage, consideration of the main body slope, etc.! We will carry out the design of gravity-type concrete sediment control dams.
This system is designed for the design of gravity-type concrete sediment control dams (sediment control dams) based on the Ministry of Land, Infrastructure, Transport and Tourism's "Guidelines for Formulating Basic Sediment Control Plans" and "Technical Guidelines for Debris Flow and Driftwood Countermeasures," including impermeable, permeable, and partially permeable types. It is capable of designing water passage, examining the slope of the main body, stability calculations of the main body, calculations for auxiliary facilities, design of wing blocks, design of water impact structures, and design of side wall revetments. Calculations can be performed for high dams with a height of 15 meters or more, low dams with a height of less than 15 meters, both for non-overflow and overflow sections. 【Features】 ■ Design of gravity-type concrete sediment control dams (sediment control dams) ■ Capable of designing water passage, examining the slope of the main body, stability calculations of the main body, calculations for auxiliary facilities, design of wing blocks, design of water impact structures, and design of side wall revetments. *For more details, please refer to the PDF materials or feel free to contact us.
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【Function Details (Excerpt)】 ■ Stability Calculation of the Main Body - Capable of calculating non-overflow and overflow sections of high dams with a height of 15m or more, and low dams with a height of less than 15m. - Supports cutoff sections and savings sections. ■ Calculation of Auxiliary Facilities - Capable of calculating the water depth at the dam, the pure spacing of components, and the height of auxiliary facilities. ■ Calculation of Design Flow Rate - Capable of calculating design flow rates considering peak flow rates of debris flows, target flow rates of clear water, flow velocities and water depths of debris flows, and sediment content. ■ Design of Water Passage - The overflow depth of the peak flow rate of debris flows used in the design of the sleeve section can be calculated based on the slope of the water passage section, etc. ■ Examination of Slope Gradient - The upper limit of the downstream slope gradient can be calculated based on the flow velocity and dam height specified in the design guidelines for debris flow and driftwood countermeasures. ■ Design of Sleeve Section - Capable of simultaneously calculating multiple sleeve blocks. ■ Design of Water Hammer - In the design of water hammers, considerations are made regarding the length and thickness of the water hammer. ■ Design of Side Wall Embankment - In the design of side wall embankments, considerations can be made for sliding, overturning, and the bearing capacity of the supporting ground. *For more details, please refer to the PDF document or feel free to contact us.
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For more details, please refer to the PDF document or feel free to contact us.
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Our company is widely used by civil engineering firms for the development and sale of civil engineering design software. We provide comprehensive support for your business, including retaining walls, slopes, temporary structures, bridges, and cost estimation. Please feel free to contact us if you have any requests.
