The Dredge That Refused to Work on Monday Morning

Cutter wheel dredge ‘Sylvia’ at work on the TIWAG Langkampfen power dam reservoir

One of the first commissioning jobs I had to do for my previous employer, was on the dredge ‘Sylvia’, as she refused to work on Monday morning. And no one knew why. She was purchased by the TIWAG, as they recognised that power dams are a blocking the natural sediment transport and could potentially damage the turbines in the power dam1. To prevent anything serious happening, the power dams were fitted with ‘silt traps’. TIWAG ordered a dredge to clean up the silt trap and make some money on the excavated sand, classified by a dewatering bucket wheel on shore2.

Overview of the TIWAG dredge ‘Sylvia’ and dewatering bucket wheel at Kufstein

At a power dam you would expect, that electric power wouldn’t be a problem. Well, those power dams generate power, but they don’t like to let you plug in your dredge. So, ‘Sylvia’ had to have her own power generation with a diesel engine. As power dams are usually high in the mountains, the dredge pump should preferably be placed on the ladder. The natural setup would then be an electric drive. On ‘Sylvia’ the classic and reliable electric shaft principle was chosen. The diesel engine speed is transferred to the dredge pump by the variable frequency. Depending on the generator speed, the field coil is excitated according to a controller, that can act as some sort of electrical clutch.

Explanation of the electric shaft arrangement on dredge ‘Sylvia’

One thing to be aware of with an electric shaft, is the starting current of the electric motor. The electrical engineer that designed the system just worked with the nominal operating point. I wasn’t involved in the choices, but nowadays I will warn people to about this misconception.

If the pump is started on an empty pipe, even with a moderate speed, the dredge pump receives no resistance and the capacity through the pump increases enormously. The power requirements increase to a level above the nominal operating point! After several blown fuses and an incinerated generator the system was slightly modified. Also, to restrict the power surge, a discharge valve was installed to ramp up against. At zero capacity, the pump requires virtually no power.

Start-up procedures plotted in pump curves

The difficulty with ‘Sylvia’, was, that there was no possibility to hook up the discharge valve to the hydraulic system. Instead, the valve was connected to the working air compressor. It primarily served as an air source for the bubble point to measure the operating depth of the dredge wheel.

Retrofitting a pneumatic operated gate valve to the pneumatic system on board

After installation, this worked fine. No blown fuses anymore. Should be fine. Until next Monday morning. Fuses tripping at every start-up. Only after several hours she would run normally. It turned out, the gate did not close completely under pressure. It required the full pneumatic operating pressure to close all the way down.

Aha! As the compressed air vessel was leaking air through the bubble point on the ladder over the weekend, there was not enough pressure to close the gate valve completely. As the mixture only needs a small opening to already draw a lot of capacity, the fuses tripped every Monday morning. Once the compressor was able to top off the vessel later in the morning, the gate valve did close completely and the dredge pump could start. A simple ball valve to close the bubble point remedied the leak and no more problems on that system again.

Characteristics of an opening gate valve

References

  1. Kraftwerk Langkampfen, TIWAG
  2. Several million tons of gravel extraction with a suction dredger, Stichweh

See also

A Reservoir of Dredging Opportunities

When does your pump suck?

Regular pump inspection

One of the key process indicators for the performance of your dredge pump, is the capability to work with low suction pressure. The parameter involved is called ‘Required Net Positive Suction Head’. Which translates more or less to: ‘the head value at a specific point required to keep the fluid from cavitating.1’ Effectively, this is the extra pressure above the vapour pressure. From the pump inlet to the blade, there still is a pressure drop. And the geometry and the form of the blade influence this pressure drop. The operator will notice this as when the blade wears down, the pressure drop becomes greater and the required suction pressure goes up. Resulting in less performance and less production. Regular inspection of the pump will warn the operator of prospective deterioration.

Test arrangement NPSHr

Normally, the measurement of the NPSHr requires a valve in the suction pipe and a valve in the discharge pipe to control the flow. Every time you want a data point, you have to adjust both valves and iteratively return to the same flow conditions, albeit with a different suction pressure. This usually takes a lot of time and one hour per data point is not uncommon. Klaas Slager presented an alternative method at the CEDA Dredging Days2. His method is more suitable for testing the NPSHr as installed in a dredge. It does not involve the dredge valves and is quicker to execute. It is optimised to check if the NPSHr wanders off nominal and thus will yield an indication on the condition of the pump. If the internal pressure drop increases, there is less differential pressure available in the suction pipe for the dredging process. Less concentration or less capacity, or less in the combination of the two: less production.

NPSHr measurement processing

Instead of varying the flow conditions, he proposes to vary the pump speed. This will influence both flow and suction pressure at the same time. However, by cleverly applying the affinity laws and presenting the operating conditions in a dimensionless scale, the cavition is immediately visible. A quick post processing will reveal any wandering of the NPSHr conditions. As this can be implemented in the PLC and executed during start-up every day, the operator will receive a daily update on the suction condition of his pump and can plan actions accordingly. This will prevent unnecessary delays and downtime.

Worn down suction side of a dredge pump deteriorates NPSHr

This concludes my scheduled series of posts about the CEDA Dredging Days. There was much more to discover. The interactive session was fun. There were a couple of interesting presentations. And I’ve seen some innovations at the exhibition. So, I will write some more reports, although at a more leisurely pace of about once a week. Later on, the other promised topics will be covered3. I’ll keep you posted.

References

  1. NPSH
  2. Presentation Klaas Slager
  3. Discover Dredging: A new personal website for dredging enthusiasts

See also

CEDA Dredging Days

How to dress your dredge pump for success

C. de Groot Double walled dredge pump, 1970

Sometimes, we are just reinventing the wheel. In 1970, when we were still this company ‘C. de Groot’, we delivered a dry soil transfer pumping station ‘GP6’ to Volker Stevin. Special requirement of the client, was to have a double walled dredge pump installed. Because of the pressurised outer cover, the cast inner pump wall had less stress and lasted longer. Even more, in case the inner wall became damaged, it leaked into the gap between inner and outer wall. No mixture spilled into the pump room. Double walled pumps were already around in the ‘60s, but always in cast material. C. de Groot was the first to build one from steel plates. In effect, we were the inventor of the double walled dredge pump. Since 1970, a lot of high performance or safety demanding pumps have been built this way. Not only by us, but later by many other manufacturers1 also.

Now, we might upturn history again, as we developed a new outer cover for dredge pumps2. This time, the outer cover can be literally tailored to your pump. It is of woven flexible material, that can be zipped around any new or existing pump. Well, it involves some modifications of the steel pump doors, but it should fit on any size or design. It will withstand the pressures occurring during a pump burst, when the cast casing is worn through.

We went through several interesting design and test cycles, before we finally had a solution, that ticked all the marks:

  • Light weight
  • Easy access
  • Water tight
  • Safe and reliable
  • Durable
  • Retrofit

Added advantages are: less weight on the dredge pump is more cargo in the hopper. And as fabric can be slid through the gap between lowest point of the pump and the bottom plate of the hull, the pump will stay at the lowest possible location, favouring a good NPSHa.

Ewout van Duursen will explain more about how we achieved confidence in this concept, on the CEDA Dredging Days3. We did a lot of practical tests and thereby gained operational experience on handling a real life DynaCover. We discovered that the handling is much easier than a steel cover, indeed. As for the experiments: stay tuned, because the presentation will involve some Mythbuster style research, rather than academic experiments. In a way, fitting between the other interesting more scientific presentations of the Friday morning session of 11:00.

In line with the practical nature of this research, we have a sample of a DynaCover with us, for you to judge yourself4. It will provide you a tangible glimpse of the future, where double walled dredge pumps look like this:

Damen DynaCover double walled dredge pump, 2017

References

  1. Double walled dredge pump for longer life, Ports & Dredging #73, p13, IHC, 1971
  2. Innovative outer pump cover zipped on
  3. Presentation session Ewout van Duursen
  4. Damen booth

See also

CEDA Dredging Days