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ISTEC ingeniería
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Technical articles

Methods and procedures Section

 

Technical articles
The objective of this section is to compile, in form of brief files, technical info based on previous  works and several aspect related to our products and engineering.
Water hammer

Water hammer

Joucowski's pulse is the maximum pressure pulse (decreasing and increasing the steady pressure) that can develops in an installation when a steep interruption (instantaneous) of the flow takes place. (read more)
Transient Flow in closed Pipes (water hammer) - Governing Equations

Transient Flow in closed Pipes (water hammer) - Governing Equations

How can be solved this problem? H (x, t) and Q (x, t) can be obtained by numerical methods for solving the partial differential equations system.Our numerical modelling software for water hammer calculations, HiTrans used the well known ”Method of the Characteristics”.(read more)
Transient Hydraulics (water hammer)

Transient Hydraulics (water hammer)

In this file we will discuss about how to estimate in a first order basis the pressure pulse in a pipe when the flow is suddenly changed (known as 'water hammer').(read more)
Sluice Gates Hydraulics

Sluice Gates Hydraulics

A sluice gate consists of a movable plaque, vertical or curve, that allows to graduate upstream and downstream water level and the water flow. (read more)
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