var clientId = ga.getAll()[0].get('clientId'); $( document ).ready(function() { $('form input#ga_client_id').val(clientId); });

Solving a Problem “Beyond the Pump”

How a Systematic Analysis of Excess Bypass Water Issue Helped Save $144,000 in Operations Costs

By Ray Hardee

The Story: A Big Opportunity May Lurk Behind a “Minor” Issue 

We may unintentionally not identify underlying conditions that, if intelligently confronted, can result in significant savings or performance improvements.

When many of us problem-solve, often we focus too closely on the issue as presented, or we try to optimize the performance of a particular pumping system as it’s designed in an ideal state. We may fail to fully understand how that system is optimally used in the actual, real-world operation of the facility where it’s installed. What’s more, we may unintentionally not identify underlying conditions that, if intelligently confronted, can result in significant savings or performance improvements.

This simple fact came to mind last month, when I wrote about the Canadian nickel mine and processing mill that  meet demand for greater makeup water flow, while controlling electrical costs and maximizing system uptime. You may recall the “loose end” that I referred to: the new makeup water system produced 240 gpm of bypass water; so, what happens to that excess water?  

The simple answer was that it was pumped right back to the water’s source, a local river. But the mill wanted to truly optimize the system’s performance as it was actually used. By working in concert with engineering and operations personnel, the intrepid plant engineer came to a fuller understanding of what bypass control actually cost each year. The mill then discovered a massive opportunity to save money, while reducing wear-and-tear on the system and reducing its consumption of water treatment chemicals.

Let’s pick up the story of this “second look” at the mill’s makeup water system.

The Background 

All piping systems consist of pump, process, and control elements that work together to make a product or provide a service.  When all elements work in harmony, the result is increased system uptime, and reduced capital, operations and maintenance costs. 

Last month, we discussed that by adding a 20-inch diameter parallel pipeline to the process element, the existing 12-inch makeup water supply header, the mine could meet its increased flow requirement without incurring the major expense of replacing the existing pump elements. It also could remove five stages from the vertical turbine pumps. This resulted in a flow rate of 4740 gpm, and saved $969,144 in electrical costs.  

Since the requirement was only 4500 gpm, the new makeup water system produced an excess of 240 gpm. Bypass control back to the river represents 5% of the total pumping capacity, which directly equates to 5% of the pumping cost of the system.  The plant engineer wanted to know the cost of the controlling the system.  The journey resulted in an annual saving of $144,000 in operating costs and other benefits.  How did the engineer get there?

Step 1: Finding Actual Needs and Real Costs

The first step was to walk through the makeup water system itself to understand how things worked.  The makeup water was pumped from the river to a reservoir, through a water treatment system, then to a surge tank providing service water to the facility (see Figure 1).  The bypass control line was connected from the surge tank, with excess water directed back to the river. But upon visually inspecting the surge tank overflow, the plant engineer realized that the flow rate appeared to be much greater than 240 gpm.  

A picture containing indoor, sky, map, computer
Description automatically generated

Figure 1. The makeup water system showing the bypass control from the surge tank back to the river.

The design flow rate of 4500 gpm was based on the facility’s maximum production capacity. However, the engineer learned that the mill had in reality been operating five days a week at 90% capacity for over a year. As a result, it actually needed only 4050 gpm of makeup water. Furthermore, the makeup water pumps operated line 24/7 to minimize the number of pump starts. That meant that 4740 gpm flowed through the bypass control each weekend when the mill shut down on Saturdays and Sundays. 

The utility engineer reported that the cost of electrical power was $.10/kWh and the electrical engineer calculated that the system’s pump motors were 95% efficient at the specified load.  This information, along with accounting for the mill’s 50-week operating year and the system’s actual 90% capacity, drove the creation of a Power Cost Balance Sheet (see Table 1).  

Power Cost Balance Sheet for Makeup Water System
  Normal operations (M-F) 24h/50w Weekend Operations (S-S) 24h/50w Annual Cost
Element Capacity (gpm) Power Cost Capacity (gpm) Power Cost  
Pump Element 4740 $263,878.02 4740 $105,551.21 $369,429.23
Process Elements  4050 $225,465.40 0 $0 $225,465.40
Control Element  690 $38,412.62 4740 $105,551.21 $143,963.83

Table 1.  The cost to run each element in the makeup water system for Monday-Friday and weekend operations.  

You can see that it cost $369,429.23 to operate the makeup water pump elements for a year. Based on the operational requirement and the schedule, the process elements consume $225,465.40 to supply the mill with makeup water.  The remaining $143,963.83 is consumed by the control element in the form of the bypass back to the river.

Knowing the cost for each element presented a clear picture of system operation, along with a more effective way of evaluating proposed system improvements.  In this example, it became clear that shutting down the makeup water pumps on weekends could save $105,551.21 per year.  

Step 2: A Team Approach to Potential Solutions

With this amount of money on the table, the mill’s management assembled a working group to see what could be done. The insights of process, operations, controls, utility and electrical experts combined to find a resolution.

The operations department noted that the pipe’s length—21,000 feet—made turning the pumps on and off more complicated than flicking a switch. To stop them, an operator needed to slowly close the discharge valve to reduce the possibility of water hammer in the main header. Similarly, starting the system demanded that the operator throttle the discharge valve and slowly open it to prevent water hammer.  

The electrical engineer mentioned that this gradual approach helped minimize the inrush electrical current at startup, but the same thing could be accomplished by installing a soft starter, an electronic device that limits the inrush current into the motor and minimizes the potential for water hammer in the main header.

The controls and instrumentation engineer suggested installing a Variable Frequency Drive (VFD) on the pumps’ motors. VFDs allow the system to control the level in the reservoir instead of the current bypass control. They also include a soft-start capability.  

The electrical engineer further noted that the installation of the large discharge header (mentioned in last month’s article) reduced the motors’ electrical load.  The pumps needed a 300 HP motor, instead of the installed 600 HP motor. That reduced the costs of the motors’ operation and the cost of the VFD.  

Operations pointed out that only two makeup water pumps were needed for system operation, so three pumps were all that is needed to meet operational requirements.  They suggested removing two of the makeup water pumps.  

The team also identified an additional benefit. All the water passing through the existing bypass control had been processed by the treatment system before it returned to the river. Reducing the amount of unnecessarily treated water would also reduce the consumption of chemicals and the wear-and-tear on the treatment system’s mechanical equipment.

Replacing Bypass Control With a New Solution

After getting the information from the various departments, the plant engineer made five recommendations:

  1. Replace the existing bypass control with a level control loop on the surge tank.  
  2. Install VFDs on the makeup water pumps as the primary element providing the required flow rate needed for operations and the final element in the level control loop.  
  3. Remove two of the existing makeup water pumps from the pump house.
  4. Replace the existing 600 HP motors with 300 HP motors.
  5. Employ the soft start feature in the VFDs to eliminate the possibility of water hammer in the makeup water header.  

Conclusion 

Our intrepid plant engineer was able to turn 240 gpm in bypass control into major annual savings.

By implementing all these recommendations, the facility was able to realize an annual savings of $143,964 in operating costs.  Much of the cost of the VFD and new motors was paid for by the salvage value of the two pumps removed from the pump house, and the three oversized motors.

Thus, our intrepid plant engineer was able to turn 240 gpm in bypass control into major annual savings. More importantly, since everyone was involved in the decision-making process, multiple options were presented until a clear winner was agreed on.  

If you have any questions about this article, suggestions about upcoming articles, or any questions about piping systems within your facility, please feel free to email me.  

Next month, we’ll shed light on the pump selection process—and see why most pumps are initially oversized.  

Ray Hardee P.E. stamp

Related Posts

Leave a Comment

PIPE-FLO Newsletter

Stay in the KNO about PIPE-FLO

A software pipe flow program which helps on how to measure pressure in a pipe

4529 Intelco Loop SE
Lacey, WA 98503
1.800.786.8545

Copyright © 2020 Design by PIPE-FLO