PAN
发表于 2025-3-23 09:41:40
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Antigen
发表于 2025-3-23 17:04:29
Design and Experimental Test on Solar Powered Evaporative Cooling to Store Perishable Agricultural Pan ambient temperature with higher level of relative humidity for the storage of fresh Agricultural products such as tomato, carrot and green chili (pepper). The experimental setup is a rectangular shaped storage space made of galvanized steel for external cover, aluminum for internal cover insulate
deceive
发表于 2025-3-23 19:37:54
Effect of Oil Heat Treatment on Tensile and Bending Properties of Ethiopian Lowland Bamboo study Ethiopian lowland bamboo treated by oil in different treatment condition with hot oil and without hot oil. The treatment temperatures were 100, 130 and 160 °C with sun flower oil and treatment duration of 30, 60 and 90 min and bamboo immersed in oil for 2, 4 and 6 days without heat. After oil
谦虚的人
发表于 2025-3-23 22:10:44
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ABASH
发表于 2025-3-24 03:15:03
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Gullible
发表于 2025-3-24 07:02:27
Modeling of Pore Parameters and Experimental Validation Using the Microstructure of 0.85Mo and 1.5Mo measuring the pore parameters is required to incorporate the intensification effect of the pore on the stress distribution. However, image analysis is the common practice employed to measure pore parameters, mathematical models may also use as an alternative method. Mathematical modeling of pore pa
声音刺耳
发表于 2025-3-24 14:40:22
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挑剔为人
发表于 2025-3-24 16:24:15
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诙谐
发表于 2025-3-24 20:19:54
Effect of Drainage Blanket on Reducing Uplift Pressure Under Chute Spillway: A Case Study on Megech ather it allows the tail water to enter and surcharge the under-slab drainage system. If this drainage sand has been used on Megech dam spillway up to 12% uplift reduction around control section and an average of 3% reduction can be achieved at chute section of the spillway. Therefore, the provided
Anticoagulant
发表于 2025-3-24 23:10:22
Optimization of Rock Bolt and Concrete Lining Combination: A Case of AKH Railway Tunnel Projectnd. The result shows that the optimum combination can be found by increasing the number of rock bolts. The finite element analysis gives a total displacement of 6.34 cm in the best scenario case, which is slightly greater than the observed total displacement of about 6 cm. The total cost of rock bol