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By in Cricket on 18th Jun 2004 10:00

Rolling Cricket Surfaces

By Alex Vickers

Choosing your roller:

If, like my club, you are strapped for cash, then having the luxury of choosing a roller might be a little unlikely. But assuming you do have a choice, what are some of the key issues in respect to the effect of the roller on your pitch? Here are a few guidelines that might be of assistance:

Weight:
The terms heavy and light roller are a little meaningless to be honest. Weight of the roller is easily measured but that tells you very little about the compressive effect of the roller as it passes over the soil. The crucial thing is the contact pressure of that roller - essentially this is the force applied by the roller (its weight) divided by the contact area (its footprint). You might have a heavy roller, but if that weight is spread over a large area its contact pressure might actually be less than a much lighter roller with a smaller contact area. Look at it this way, would you prefer a 16 stone bloke in boots to tread on your foot or an 8 stone woman in stilettos? (You don't have to answer that one!)

Remember: Pressure = Force / Area

Contact Area:
So, how do you calculate contact area? Ideally this needs to be done on hard-standing so that you have a value that is comparable between machines (if you measure one roller on a soft surface the roller will sink in a little, giving you a higher contact area than a comparable machine would when measured on a hard surface). Measure the length of the drum in contact with the ground (and the other 1 or 2 if you have a tandem or Tri - roller). The next bit is tricky and will require being on hands and knees, as you need a measure of the width of the drum in direct contact with the floor. Hopefully after this you will have (for a tandem roller) and depending on the machine you are considering, something like this:

Front Drum:
Length 1.5 m
Contact width 0.08 m

Rear Drum:
Length 1.5 m
Contact width 0.08 m

To get the contact area just multiply the length by the contact width

For both drums above, the contact area is 1.5 x 0.08 = 0.12 m2, therefore for the roller as a whole the contact area is 0.24 m2 (2 x 0.12 m2).

Contact Pressure:
In the case of this example therefore, the weight of the roller is spread over 0.24 m2. To turn this into a contact pressure we need to know the force exerted by the roller (measured in Newtons - symbol N), or for easier calculation, kilo-Newtons - kN).

Physics states that : Force = Mass x accleration

It's strange to think, but all of us are subject to acceleration due to gravity - that's what holds us on the planet, the same applies to the roller. So for the example above, if the roller's mass is 1600 kg, then the force is mass X acceleration due to gravity (9.81 m/s2), so:

Force =Mass x accelaration
=1600kg x 9.81m/s2
=15696N
=15.7kN

To make this kilo-Newtons just divide by 1000, we've rounded the number up here to 15.7 kN


Remember: Pressure = Force / Area

So, then the contact pressure for this roller is:

Pressure = Force / Area

= 15.7kN / 0.24m2

= 65.4 kN/m2

A bit long winded I know, but now you have a figure against which you can make a meaningful comparison between machines. The contact area of the roller is key here and the larger the diameter of the drum, the greater the contact area. Interestingly, as a surface becomes harder through rolling, the contact area between the roller and the ground becomes less (as the roller does not sink in as much), therefore the effective pressure increases on the ground, further compressing it and making it even harder until the soil reaches its compressive limit and will not compact any further. At this point it is time to stop rolling, as you are achieving nothing else of benefit.

So knowing the contact pressure of the rollers will enable you to choose a roller with the greatest contact pressure of those available, regardless of their weight! Clearly, if a roller you are considering is variable weight (through the addition or removal of water ballast), then you need to calculate contact pressure at the weight you plan to roll at. As a useful guide, 1 litre of water has a mass of approximately 1 kg.

Other issues in respect to effectiveness of the roller will be minimum travelling speed - the slower the speed the greater the contact time and the more effective in terms of compression each pass will be. It is likely, albeit unproven at present, that a slower speed isless likely to cause problems with fracturing of soils by the pressure wave ahead of the roller as it moves.

Similarly, the diameter of the roller affects the angle of contact with the soil and this might also influence the disruptive effect roller. So while it might be tempting to get more contact pressure by reducing the roller diameter (giving you a smaller contact area), this could have disastrous effects on your pitches. If you desire more contact pressure, it is better to add more mass to a larger diameter roller, e.g. by adding ballast.

To help answer these questions (and many more) Cranfield University has trials underway sponsored by the ECB looking at the optimal moisture content at which to roll, the effect of different moisture contents in different layers in the soil on the creation of root breaks and the effect of different roller diameters on the pressure bow-wave produced. How this bow-wave deforms and moves soil in front of the roller at different moisture contents and strengths will also be looked at. The results of this work will be coming out over the next few years.

As regards the mechanical aspects of roller choice I defer to the mechanical experts amongst you for guidance and, clearly, any machine you choose should be safe. Above all, when rolling it is vital to use safe operating procedures and never leaving the roller whilst it is in motion or the engine is running.

Happy rolling!


Alex Vickers
Lecturer in Sports Surface Management,
Cranfield University,
Silsoe,
Beds. MK45 4DT

Telephone 01525 863000 Web site www.silsoe.cranfield.ac.uk/

Read more articles in Cricket, by Alex Vickers or from June 2004.



There are 11 comments on this article

19 Jun 2004 by kevin nichols ( head groundsman eversholtc.c )

how do we no if we have over rolled ?
and not rolled enough ?

23 Jun 2004 by veally (Groundsman Little Gaddesden CC)

Fascinating stuff which I will get a more mathematically disposed friend to interpret for me. However the roller (in the picture) is identical to the one that I have at my club and is need of some maintenance although it still works in a very quirky fashion. I believe that the make is Invicta but have no idea where I can find someone who can advise on or carry out maintenance on this machine. Any suggestions - I am in the NW Hertfordshire area.

Thanks

23 Jun 2004 by Laurence Gale

The roller in the picture is being driven by Tim Beardsmore from Worfield CC, see article on Worfield CC for contact details, they may be able to help you with your roller.

Laurence

24 Jun 2004 by Peter Leroy

Great article Alex, and I for one am interested in your trials "To help answer these questions (and many more) Cranfield University has trials underway sponsored by the ECB looking at the optimal moisture content at which to roll"

It is presumed that you will conduct these trials using a variety of soils with measured clay content and clay soil types ?

Peter

24 Jun 2004 by alex vickers

The question of whether the right amount of rolling has been done is really tricky as it totally depends on the condition of the soil at the time the rolling is done. If it is at the absolute optimum moisture status for compaction then the results from just a little rolling will be excellent. If the soil is a little too dry or wet then some compaction will be achieved but you may get better results a day later when the soil moisture staus has changed. It is exactly these questions that we are looking to address and hopefully come up with a cheap measurement device to allow groundstaff to know when the best time to roll is and also how to work out when to stop rolling so no damage is done and no drinking time wasted!

Because soil strength not only depends on density achieved, but also moisture content I can't really give a simple bit of advice because as yet we do not have enough information. A good rule of thumb is to give your pitch at least a couple of days after a thorough soaking (like we just got from this recent rain) and then roll. Clearly, if you are just trying to get a face on a pitch and not trying to get it dense as in you are in pre-season, then the surface needs to be damp to create the effect you are looking for.

Sorry to be so vague, but as the work goes on it will be possible to be more prescriptive and helpful!

24 Jun 2004 by Peter Leroy

Many years ago now when with the SCG we did run a variety of soil / moisture test using our custom inground measuring devices which were calibrated to +/- 1 %. We found that not only moisture to be of importance but also soil temperature, OM and shearing effect. Later we began some trials using potentiometers .

All in all there seemed to be no conclusive result as we discovered that by conducting such test on the opposite side of the square often gave differing result.

BD, OM, humidity, and available mositure appeared to play an important role in determining the "average" moisture content required to achive a specific BD.

Then of course the question of at what level are you to measure the moisture content arises or is it the ideal to be able to determine a mean depth ?

Mind you we were dealing with totally different soils to those used in England. Primarily high smectitic and low Ca soils. Achieving compaction rates of between 500 and 700 lbs/squ. inch was the norm. And then grow grass.

Ah the trials of the warm season Groundsman

Again I am most interested in your work and look forward to reading of the results here in Pitchcare.com

Peter

25 Jun 2004 by alex vickers

Hi Peter, very interesting information - you are absolutely right in what you say and indeed, because of the problems of using moisture contents I think we will concentrate on measuring soil water potential as you mentioned. I would love to see some of your results if you still have access to them. Could you contact me at Cranfield - a.w.vickers@cranfield.ac.uk so we can discuss it in more detail? I really do not envy you having to produce pitches on clays that shrink and swell like that - that is a real test of getting your soil mechanics right!

11 Oct 2004 by Autoguide Equipment - Richard Robinson

As we manufacture the Auto-Roller we may be able to help with some information.

1) During the late 20’s Automower worked closely with the Sports Turf Institute to investigate the relationship between roller diameter, spacing and speed.

2) Following this work the 2 foot diameter roll and the present wheel base were considered optimum

3) We have introduced some improvements in the last few years which will have an effect on your research, in particular, many old rollers use bushes in their un-driven rolls. Even when these are in perfect condition there is some drag on the bearings and we have seen rollers where the front roller is nearly seized solid.

4) On tricycle type rollers there is a certain handling effect as the front roller is pushed.

5) The latest Auto-Rollers use rolls with a 25mm radius to the edge to minimise overlap and precision ball bearings throughout to minimise friction.

6) In particular therefore

a) Ensure all roll bearings are in perfect condition
b) Where rolls are split, adjust for any wear.
c) Particularly with split rolls, excessive ballast may bend the main shaft causing a crown.
d) All rolls should have generous radii at their extremities to avoid local high pressure strikes.

6 Feb 2005 by Paul Whittaker - Chatburn C C

The roller in the picture is an Aveling Barford GA pedestrian footpath roller. We have one that was built in 1962. We obtained information and parts from Aveling-Barford Ltd in Grantham.

19 Mar 2007 by Anonymous

Should you ever use the vibration mode on a pedestrian roller? Last season we were playing on a compacted surface of no more than 3".
The chap lending us the pedestrian roller says that on the vibrate mode, the surface could be compacted down to 6" and therefore the ball would bounce more.
We have started the rolling earlier this year and will be doing more "light" rolling (450kg), before the heavy rolling (1 tonne) starts in order to try and gradually compact the surface. Would the vibration mode speed up the process or ruin the wicket?
Regards,
Pete Robson Gosport Borough CC.

sally3.jpg 14 Jan 2008 by Rizla

Pete , simple answer NO, i think it`s something to do with sub soil ( iam sure some one will put me right ) you just want to use a dead waite roller.

seeing your post was last year iam sure someone has put you right already.
William

Fat old Sun

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