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Architectural Plan

on September 10, 2023

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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

Power Structure Intake I Types of Power Intake Structure I Hydropower Intake

INTRODUCTION The intake structure is a hydraulic structure. Which is used to divert the water from a source (like a reservoir, river) into a conduit (like a canal, tunnel, or pipe). It also supports auxiliary appurtenance (Such as trash rack, fish screens, and bypass devices) and it may include provision for installation of the bulkhead gates or stop-log gates closure devices. TYPE OF POWER INTAKE STRUCTURE The Position and location of intake would generally depend upon the type of development and may be classified under: A) Run-Of-the river type Intake B) Reservoir-type intake Depending on the function, an intake structure may be either submerged or extended in the form of a tower above the maximum reservoir water surface (Fig. 6B) An operating platform is needed to remove trash, maintain and clean fish screens, or install stoplog gates. Depending on intake requirements, the entrance may be placed vertically, inclined, or horizontally. Conduit entrances should be rounded or bell

Design of Barrage | Design capacity of barrage | Weir

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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Architectural Plan

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