<a href="http://www.PipingDesign.com/software1.html">http://www.PipingDesign.com/software1.html</a>
CAD Viewer and Markup Software
Cimmetry
Free Downloadable Relief Valve Sizing Software
Mercer Valve Company Inc.
(Thanks to John Breen for the link)
PipingOffice
Microsoft Excel 97-Compatible Spreadsheets for Process Piping Calculations
(Now linked from the Software page- let me know if the random image
transition effect is too cheesy)
<a href="http://www.PipingDesign.com/links1.html">http://www.PipingDesign.com/links1.html</a>
Eng-Tips Forum
Technical support forums and mutual help system for engineering
professionals
<a href="http://www.PipingDesign.com/manualvalves.html">http://www.PipingDesign.com/manualvalves.html</a>
Dynamic Flow Testing of Check Valves
Utah State University
<<The two objectives of this paper are: (1) to present a test method by
which check valves can be dynamically tested for sudden closure due to
reverse flow; and (2) to discuss the valve and pipe characteristics which
affect the reverse velocities and pressure surges at the check valves . The
information developed from the test method can then be used to predict the
resulting upstream and downstream transients or pressure surges caused by a
check valve closure for a given piping system and flow deceleration. It
should be possible to apply the following test method for the field testing
of check valves that are already in use. Flow deceleration is calculated
from the piping system and flow change due to pump shutdown or closure of a
control valve. The test method of this paper produces a relationship between
the flow deceleration and the reverse velocity at which the check valve
closes. The reverse velocity is then used to calculate the pressure surge
from transient equations and methods found in publications such as
Hydraulics of Pipelines by J. Paul Tullis and Fluid Transients by Wylie and
Streeter. The test method can be used for most types of check valves, as
long as they are un-dampened and in a full open position when the flow
deceleration begins.>>
<a href="http://www.PipingDesign.com/design.html">http://www.PipingDesign.com/design.html</a>
Venturi Principle
Drinking Water & Backflow Prevention
Atmospheric Vacuum Breaker Operation
Drinking Water & Backflow Prevention
<<The purpose of the atmospheric vacuum breaker is to prevent a siphon from
allowing a contaminant or pollutant into the potable water system. This
plumbing system safety valve is considered protection from high hazard or
toxic substances, and may be used for low-hazard materials as well. There
are three flow conditions for the atmospheric vacuum breaker. The user
obtains water by opening a valve to the potable supply allowing water to
flow through the device. The user will then close the potable water supply
and the device will drain. Finally, if a siphon or loss of pressure occurs
in the supply piping, the inlet valve will open allowing atmosphere into the
outlet piping to prevent a reversal of flow or "backsiphonage" to the
potable supply.>>
Cross-Connection Control (Backflow Prevention) University of Southern California
<<The term backflow means any unwanted flow of used or non-potable water or
substance from any domestic, industrial or institutional piping system into
the pure, potable water distribution system. The direction of flow under
these conditions is in the reverse direction from that intended by the
system and normally assumed by the owner of the system. Backflow may be
caused by numerous specific conditions; but, basically the reverse pressure
gradient may be due to either a loss of pressure in the supply main called
backsiphonage, or by the flow from a customer's pressurized system through
an unprotected cross-connection, which is called backpressure. Thus the term
backflow covers both a backsiphonage condition and a backpressure condition.
A reversal of flow in a distribution main--or in the customer's system--can
be created by any change of system pressure wherein the pressure at the
supply point becomes lower than the pressure at the point of use. When this
happens in an unprotected situation the water at the point of use will be
siphoned back into the system; thus, potentially polluting or contaminating
the remainder of the customer's system. It is also possible that the
contaminated or polluted water could continue to backflow into the public
distribution system. The point at which it is possible for a non-potable
substance to come in contact with the potable drinking water system is
called a cross-connection. To prevent backflow from occurring at the point
of a cross-connection a backflow prevention assembly must be installed.
However, it is important the backflow prevention assembly match the
particular hydraulic conditions at that location and is suitable to protect
against the degree of hazard present. The particular type of backflow
preventer appropriate for specific needs will be discussed later. First, it
is necessary to understand some basic hydraulics which govern the principles
of backflow and cross-connection control.>>
<a href="http://www.PipingDesign.com/pressurevessels.html">http://www.PipingDesign.com/pressurevessels.html</a>
Controlling Vessels and Tanks
Hydrocarbon Processing
<<Controlling a vessel should be a very simple matter - they don't really do
anything! But then, if they don't do anything, why are there so many of
them? And why do they have so many different names? Going through a typical
set of piping and instrumentation diagrams (P&IDs), you find the following
vessels: [...]. Although each of these is essentially a simple vessel or
tank without any special internal structure, each serves a different
purpose. Once the purpose and functions of a piece of equipment are
understood, it will be clear how to control and protect it. Different
purposes require different controls.>>
Received on Tue Jul 18 15:32:00 2000
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