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Design of Barrage | Design capacity of barrage | Weir

on May 29, 2022

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As per IS 6966-(Part-1) the discharge of barrage or weir is calculated using below formula:

Calculation of discharge capacity of the barrage

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Solving PLAXIS Error Code 103: Understanding and Resolving Load Advancement Procedure Failures

PLAXIS is a widely used geotechnical engineering software for analyzing soil behavior and predicting the response of structures. However, encountering errors during simulations can be frustrating. One such error is Error Code 103, which occurs when the load advancement procedure fails. In this blog, we will delve into the causes of this error and provide practical solutions to overcome it. So, let's explore how to resolve PLAXIS Error Code 103 and successfully complete your simulations! Understanding PLAXIS Error Code 103: Error Code 103 typically occurs when PLAXIS encounters difficulties while advancing the load during the analysis. It indicates a problem with the load advancement procedure, hindering the successful completion of the simulation. Common Causes of Load Advancement Procedure Failures: a. Numerical Instability: The load advancement procedure can fail due to numerical instability caused by inappropriate model settings, such as unrealistic soil parameters or

defects in brick

1) OVER-BURNING OF BRICKS During the production of bricks, we have to burnt bricks to achieve sufficient hardness after moulding clay into a required shape. During heating, if the brick overburnt , then soft molten mass is produced and the brick looses its required shape. Bricks should be burned at temperatures at which incipient complete and viscous vitrification occur. However, if the bricks are over burnt, a soft molten mass is produced and the bricks loose their shape. Such bricks are not used for construction works. 2) UNDER BURNING OF BRICKS When bricks are not burnt to cause complete vitrification, the clay is not softened because of insufficient heat and the pores are not closed. This results in higher degree of water absorption and less compressive strength. Such bricks are not recommended for construction works. 3) BLOATING This defect observed as spongy swollen mass over the surface of burned bricks. This is caused due to the presenc

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Design of Barrage | Design capacity of barrage | Weir

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