July 2017 Vol. 72 No. 7


Selecting The Best Dewatering Pump For The Job

When dealing with a construction site that is underwater or where the water table is just above sea level, contractors have to ensure that the excavation stays dry and safe for workers. This can be extra challenging where you have conditions affected by water depth, and conditions such as silt and sand. Additionally, these conditions may vary based on seasonal weather or tides. It is extremely important to have contractors who have investigated historical data and who monitor fluctuations in water levels and speeds of flow, thereby decreasing risks to workers and the success of the project.

One of the primary decisions of the contractor, based on the hydraulic conditions, is what pumping equipment to utilize. This decision will be based on numerous job-site conditions, such as flow required to mitigate water seepage, depth of a coffer dam and solids content. The contractor’s selection of pump type usually comes down to self-priming centrifugal or submersible pumps.

Self-priming centrifugal pumps

One drawback of using end suction centrifugal pumps is that they do not fare well when the liquid is below the pump centerline. Liquid must be delivered to the pump so the process can begin. If air is on the suction side (piping and pump casing) of the pump, it needs to be totally evacuated. If air exists in the centrifugal pump, it will become “air bound” and incapable of pumping.

The self-priming centrifugal, a specialized end suction pump design, creates a vacuum at the impeller eye to continuously remove air from the suction line. The pump is not capable of compressing the air during the priming phase and it must be allowed to escape through the discharge. As air is removed, atmospheric pressure forces water up the suction piping to the pump, allowing the pump to operate. The self-priming process occurs automatically once the pump is started with the initial quantity of liquid, and can be complicated when the pumped liquid contains sand or solids. The practical suction lift limit for self-priming pumps is around 26 feet of liquid under ideal conditions.

There are some disadvantages to self-priming centrifugal pumps. Any small vacuum leak, such as sealing areas around connectors in the suction line or pump seals, can prevent the unit from priming. The pump will continuously pull air from the leak instead of the air in the suction line, thus, never allowing the priming cycle to be completed. This is a common cause of priming failure. The leak can be very small or invisible to the naked eye, but can prevent priming.

The diameter and length of the suction hose or pipe can also affect prime time due to the volume of air to be evacuated during pump priming. This extended priming time can add heat to the liquid, which can further extend prime time.

Self-priming pumps need to be located as close as possible to the water source. It is best to be located directly above the coffer dam with as few restrictions (such as elbows) as possible to reduce friction. Again, this can present problems dependent on the excavation location.

Once the pump is primed, pumping it will require adequate net positive suction head (NPSH) to remain pumping without suction limitations. Without sufficient NPSH, a self-priming centrifugal pump can cavitate and lose prime. Lifts through long suction lines, especially containing obstructions, can be plagued by cavitation problems resulting in unacceptable noise levels and possible equipment damage.

If a self-primer is required to lift water 15 feet or more from the source to the pump’s suction, the pump capacity could be decreased significantly. Submersible pumps, being located below the water level, typically do not have this same suction limitation.

Most self-priming centrifugal pumps on remote applications utilize engine drives, which in itself can present operational issues such as fuel levels for long run times, engine oil condition and other prime mover maintenance issues.

Submersible pumps

Using submersible pumps can offer operational and application advantages. Pumps are submerged directly into the water for immediate use and unit cooling, thereby eliminating priming issues or extended prime times. No worker intervention is required. Pumping action occurs from direct submersion in the liquid feeding the pump without the need for a suction line.

Submerged pumps are quiet. Cavitation issues are extremely rare, but may occur when the sump is too small for the size of the submersible pump that is in it. Submersible water pumps are lighter in weight and highly portable.

The versatility and low maintenance of submersible pumps make them a good option for dewatering service. No regular maintenance is necessary. Submersible pumps usually need to be fully submerged. The water around a submersible pump actually helps to cool the motor.

Case history: Galveston

The sea level along the Gulf Coast is rising faster than most places on the globe. Galveston, TX, has experienced a 3-foot rise since the disastrous flood of 1900 that killed thousands of people. One of the toughest jobs in rebuilding the infrastructure of a city that is just a few feet above sea level is keeping the water out of your construction site – particularly water that is laden with sand. Pumping a water/sand slurry is tough on pumps – particularly aluminum dewatering pumps. When doing work in Galveston, Boyer Construction had to deal with this condition.

Galveston Island, located in Southeast Texas, runs west to east, and is slightly tilted to the northeast end, where the city of Galveston is located. The north side of the island opens up to a protected harbor, while the southern side faces the Gulf of Mexico. Before the 1900 Hurricane – which still holds the unenviable record of the most deadly natural disaster in American history, with 6,000 deaths –  the highest point in Galveston was 9 feet above sea level.

After the 1900 Hurricane, a 17-foot seawall running 3 miles long (and has since been extended) was built to protect the city and its people from other storms. Constructing the seawall was easy compared to the next step, which was raising the entire city up to the edge of the seawall, then sloping the island down 8 feet above sea level on the north side of the island, so water getting over the sea wall would drain into the bay. This engineering feat, worked on for over 10 years, was accomplished by pumping a sand and seawater slurry underneath buildings to raise the island. The seawater ran off, leaving the sand, and, thus, building up the island. Since then, hurricanes have hit Galveston, but never with the impact of the great 1900 storm.

In September 2008, Hurricane Ike devastated Galveston Island, along with the Bolivar Peninsula, and Gilchrist, TX, with sustained winds of 110 mph and a 22-foot storm surge. Property damage was estimated at $29.5 billion and 135 people died in the United States due to the storm. The downtown area of Galveston had 6 feet of standing water after the storm passed through. As is always the case after a hurricane hits a populated area, the rebuilding effort takes years of hard work and countless dollars to repair the damage. One of the companies that worked on rebuilding Galveston, was Boyer Construction.


Boyer Construction is an established construction and engineering firm specializing in civil, electrical, mechanical and inland marine construction projects. Based in northwest Houston on an 18-acre facility, over 250 engineers, master electricians and plumbers, equipment specialists, and skilled fabricators, have worked on various rehabilitation and infrastructure replacement projects throughout southeast Texas.

Many of those projects, including those in Galveston, required dewatering pumps on coffer dams and large excavation jobs. These demanding services require continual operation, pumping water that is often laden with silt and sand. Couple continual cycling with salt and brackish water, and you have elements that will minimize the life of most dewatering pumps.

Looking for help in keeping its dewatering pumps from wearing out, Boyer Construction called BJM Pumps distributor in Houston, Pumps of Houston, for advice and help. Cory Marcotte, one of Pumps of Houston’s sales engineers, suggested using a BJM pump: the LWA Series of hard metal dewatering pumps. This series of submersible, lightweight, agitator pumps provided a heavy-duty solution at an economical cost.

They offered the flow range and high lifts required for a broad spectrum of applications. From 2 horsepower (flows to 180 GPM and heads to 55 feet) to 10 horsepower (flows to 475 gallons per minute and heads to 117 feet), they are designed and constructed for difficult services. The LWA impeller and wear plate are made of abrasion resistant chrome iron, while the agitator and volute are constructed in hardened ductile iron – perfect for the salt/sand slurry and solids-laden water Boyer Construction would encounter. The integral agitator is designed to mix settled solids with pump water to maintain a steady solids concentration and discharge volume.

Boyer Construction field tested a couple of LWA pumps on its Galveston job sites, and was satisfied with the performance and service life. Over the subsequent two years, Boyer Construction purchased more than 25 LWA units.

Every job site has its own particular set of pumping conditions. Selecting the optimum pump for the service takes the collaboration of a competent contractor and a hydraulic specialist. The right choice of equipment can make a substantial impact on the timely completion of the project and your bottom line results.

About the Author: Mike Bjorkman is vice president and director of marketing for BJM Corp., and has more than 30 years of experience in the pump industry.

Boyer Inc., (713) 466-5395 boyerinc.com
BJM Pumps, (860) 399-5937 bjmpumps.com
Pumps of Houston (281) 448-1352 pumpsofhouston.com

Related Articles

From Archive


{{ error }}
{{ comment.comment.Name }} • {{ comment.timeAgo }}
{{ comment.comment.Text }}