HEC-RAS Simplified with RiverCAD XP

Saturday 4 March 2006 @ 11:44 am

From BOSS International:

BOSS International has recently released RiverCAD® XP after 5 years of development. RiverCAD XP is a sophisticated river modeling software with a built-in CAD engine that completely supports the latest versions of HEC-RAS and HEC-2. Its slick GUI interface is intuitive. RiverCAD XP works within AutoCAD versions 2000 through 2006.

RiverCAD XP makes it easier than ever before to compute water surface profiles for modeling bridges, culverts, spillways, levees, bridge scour, floodway delineation, floodplain reclamation, stream diversions, channel improvements, and split flows. A stand-alone version will be available shortly.

RiverCAD web page





Pump Designer

Saturday 4 March 2006 @ 11:37 am

Following the Waterhammer in pipelines program a new item by the same author is available. The new program is called Pump Designer. Here is a few words from the author:

By means of this program you will have a aid to design a pump station for a simple pipeline system (1 line). You will can introduce the flow parameters, select the pipe type, select a suction and a discharge pipe and you will can also plot the system and pump curve for the selection of the pump size. The program calculates also the friction and local loss, the cavitation and the pump power.

You will can simulate with ease, for example, different flow rates, velocities, types of pipe materials, pipe diameters as well as also to plot your proposed pump curve.

Pump Designer web page





EPA Releases Tool to Help Small Drinking Water Systems

Friday 24 February 2006 @ 12:01 pm

EPA has released a new tool for small water utilities trying to balance the demands for quality water with their financial ability to deliver. The tool is part of an overall program to protect public health, support small water systems and keep costs of water manageable. The targeted systems serve 3,300 customers or fewer.
The document, “Setting Small Drinking Water System Rates for a Sustainable Future,” will help owners and operators understand the full costs of providing a quality and adequate supply of drinking water to their customers and guide them in setting water rates that will support these costs.

The document is available at:
www.epa.gov/water/infrastructure/pdf/final_ratesetting_guide.pdf

Source: Safe Water Trust





S-Pipe - Service Supply Pipe Sizing

Friday 24 February 2006 @ 11:53 am

From Elite Software Development:

“If you’re looking for a full featured domestic supply water pipe sizing program then S-Pipe is what you want. It has lots of built-in pipe and fitting data, plus the flexibility to let you enter your own data, plus a direct link with Autodesk Building Systems. Click the Download link on the left to try the functional demo today.”

Features

  • Sizes both hot and cold water supply systems
  • Calculates using ASHRAE and ASPE procedures
  • Supports all plumbing codes such as UPC, IPC, etc.
  • Computes demand GPM quantities, pipe specific and total accumulated pressure drops and velocities
  • Includes a single branch sizing calculator
  • All input data is checked as you enter it
  • Built-in data for pipes, fittings, and fixtures
  • Links to Autodesk Building Systems 2006
  • Prints bill of materials with labor costs
  • All built-in data can be changed by the user
  • Uses Hunter GPM Curve or your own
  • Allows for all types of pipe materials
  • Calculates demand water pressure and flow rates
  • Computes fitting equivalent lengths & fixture unit loads

Overview
S-Pipe computes optimal pipe sizes for hot and cold water domestic water supply systems in both residential and commercial buildings. It can handle systems with virtually unlimited numbers of pipes. Besides computing pipe sizes, S-Pipe can also perform a system analysis complete with a bill of materials and labor estimate. Reports list the GPM water flow, velocity, and pressure losses through all pipe sections, the maximum system demand pressure, and the total water GPM demanded by the system. S-Pipe is very easy to use as it contains built-in data concerning fitting equivalent lengths, pipe materials, internal pipe diameters and C-Values, fixture unit quantities and pressure requirements, equipment flow and pressure requirements, materials and labor costs, and demand GPM curves. Any or all of the built-in data can be revised to meet your particular needs.

More details at Elite Software Development web site





NYC water system map on stolen computer

Friday 24 February 2006 @ 11:46 am

According to the New York Sun “New York City’s water supply could be the target of contamination if a water system map made its way into the wrong hands…”

New York City’s water supply could be the target of contamination if a water system map made its way into the wrong hands, an environmentalist said.

The threat has arisen since someone broke into a vehicle belonging to a Department of Environmental Protection maintenance supervisor and stole an agency laptop containing a map of the water system. If the map was detailed enough,”there could be the opportunity to pose a threat,” the executive director for the Center for Environmental Information, Cindy Stachowski, said. Even without a map, Ms. Stachowski added, someone pouring biological, chemical, or radiological contaminants into a fresh water source could adulterate the water system.

Source: The New York Sun





Potential Contamination Due to Cross-Connections and Backflow

Sunday 19 February 2006 @ 8:44 am

In an answer to a question titled “A question about backflow” on the EPANET User-List Elin Warn gave a link to an article by the EPA:

The purpose of this document is to review existing literature, research,and information on the occurrence, magnitude, and nature of the public health risks associated with cross-connections and backflow, from both acute and chronic exposures, and methods for detecting and controlling the occurrence of cross-connections and backflow within distribution systems. More specifically,the goal of
this document is to review what we know regarding:
(1)causes of contamination through cross-connections;
(2)the magnitude of risk associated with cross-connections and backflow;
(3)costs of backflow contamination incidents;
(4)other problems associated with backflow incidents;
(5)suitable measures for preventing and correcting problems caused by cross-connections and backflow;
(6)possible indicators of a backflow incident;
(7)research opportunities.

See the full text here.





FloodWorks provides automated internet publishing of flood forecasts

Tuesday 31 January 2006 @ 12:46 pm

Wallingford Software announces that the latest release of FloodWorks, the real-time flood forecasting and flood warning system, now supports internet publishing of results. With this development, FloodWorks version 5.0, released at the end of 2005, can automatically publish flood forecasts on a website for viewing by remote users via a standard web browser.

FloodWorks provides real-time simulation and forecasting of hydrological and hydraulic conditions within river basins, drainage systems and the coastal zone. Designed for operational use in the control room, FloodWorks is particularly effective for real-time flood management, because it both provides forecasts of water level, flood depth and sea state for the hours or days ahead, and automatically disseminates detailed flood warnings.

There are many parties who need to know the details of the state of a river flood and the forecasts of imminent changes to flows and levels, including the various local authorities and emergency services located all along the river. FloodWorks was previously able to send out warning information by fax, email or SMS to a specified list of parties when certain critical conditions or levels were reached. That will continue, but now it will also be a simple matter to publish the latest information of flood forecasts to a website, and to provide access to authorized users. This has two benefits – more detail is available than can be contained in, for example, a text message, and information is available more frequently than that triggered when specific conditions are met.





Optimizing Pumping Systems Article

Tuesday 31 January 2006 @ 7:48 am

With pumping systems accounting for about 20% of the world’s energy usage, a great potential for cost and energy savings exists within such systems. Unfortunately, pumping system design engineers work in an environment where budget and schedule constraints limit their ability to optimize their systems using traditional methods. “Optimizing Pumping Systems To Minimize First Or Life-Cycle Cost”, featured in the October 2002 issue of Pumps & Systems magazine, describes the new technology of IntelliFlow® embodied in AFT Mercury that now allows the systems engineer to truly optimize the sizing of their systems’ piping and components resulting in huge savings potentials. Jointly authored by Trey Walters of AFT and Judy Hodgson of Dupont, the article also presents several real world examples where life cycle cost savings of up to 70% were achieved. The Pumps & Systems article was derived from “Optimizing Pumping Systems to Minimize First or Life-Cycle Cost”, presented to the 19th International Pump Users Symposium.

You can find the full text of this original paper by clicking here.

Pump Handbook: Third Edition





InfoWater UDF - Pipe Cleaning and Maintenance Program for Water Distribution Systems

Monday 30 January 2006 @ 1:02 pm

From MWH Soft news release:

MWH Soft announced the final phase of development of InfoWater UDF, a geocentric solution for unidirectional flushing of drinking water distribution systems. InfoWater UDF delivers power and flexibility in managing the systematic flushing of water distribution systems to remove stagnant water along with mineral and sediment deposits that have accumulated over time - restoring hydraulic capacity.

A pipe’s hydraulic carrying capacity will deteriorate with age, depending on the corrosive nature of the water and surrounding soils. Deposits may be formed on the pipe walls by precipitation, microbiological activity and corrosion. These accumulations increase hydraulic roughness and reduce the cross-sectional area and hydraulic carrying capacity of the mains. A loss in carrying capacity can lead to low pressures and inability to deliver fire flows, especially during high demand periods. Slow-moving water can also result in a loss of chlorine residuals at stagnant spots, creating a public health risk. Problems associated with water quality degradation are particularly acute in dead-end lines and low-demand portions of water distribution systems.

Unidirectional flushing (UDF) is the most effective way to clean water mains and maintain water quality and system capacity. It also requires the least amount of water of any cleaning method. UDF involves the closure of valves and opening of hydrants to create a one-way flow in the water mains that removes built-up sediment. This type of high-speed flushing (5 to 6 ft/sec) increases the swiftness of the water in the mains, maximizing the shear velocity near the pipe wall. This produces a scouring action in the mains, effectively removing sediment deposits and biofilm. Among its numerous benefits, UDF can help improve water quality by restoring the disinfectant residual, reducing bacterial regrowth, dislodging biofilms, removing sediments and deposits, controlling corrosion, restoring flows and pressures, eliminating taste and odor problems, and reducing disinfectant demand throughout the system. These benefits prolong the life expectancy of the distribution system and reduce the potential for waterborne disease outbreaks.

Full press release





New water related jobs forum

Monday 30 January 2006 @ 10:54 am

A new forum to announce water related jobs from all over the world is now available here.

You can also find there the EPANET user list archive!





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