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  • Users: barryadamson
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  1. barryadamson

    Design of Water Retaining Structures to BS8007

    To 240850 I forgot to mention, Dubai is included in the CIRIA publication. Regards Barry A
  2. barryadamson

    Design of Water Retaining Structures to BS8007

    To 240850 Check publication "Guide to the construction of reinforced concrete in the Arabian Peninsular," published in 2002, joint publication of 'The Concrete Society' & 'CIRIA.' This was originally published as a CIRIA Special Publication 31 in 1984. * CIRIA, 6 Storey's Gate...
  3. barryadamson

    torque tensioning

    I agree with BryanStein. We had a roll out section for a tunnel (about 3.2 m diameter) that had 3 rows (50 each) of 50 mm dia bolts. The specification was for the bolts to be clean & lightly oiled & then tightened up to (in those days) 3,800 lb ft torque. Tensioned to 50 %, 80 %, 100 % & then...
  4. barryadamson

    Self acting water pump - no external driver

    Brain I would use steel piping & definitely the air vessel. The hydraulic ram works on water hammer & the pressure rise due to a shut off of 1 m/s is 100 m & only about 40 m for PVC. It may be worth a try to use PVC (for cost) but I think you will go back to the conventional method (steel pipe...
  5. barryadamson

    Self acting water pump - no external driver

    Brian I can see where you are coming from & I agree that back to back pumps would not be a viable option for you. It appears that the hydraulic ram is certainly the answer. I think your case of beer is very safe. At one stage, there was also a hose pump tried in developing countries where a...
  6. barryadamson

    Steel Pipe Deflection (Trenchless)

    I found the article. The book is Foundation Engineering Handbook with chapter 23 'buried structures' by R K Watkins, engineering experiment station, Utah State Uni. On page 655 (section 23.8), Watkins shows a graph of a tunnel load coefficient (Cw) vs H/B (depth / diameter), to be used in...
  7. barryadamson

    Steel Pipe Deflection (Trenchless)

    I have seen an article (as part of a book with many authors) where Watkins gave details of loadings on trenchless construction. I think he has taken over from Marston & Spangler in pipe research. Sorry, I can't remember the book. Regards barrya
  8. barryadamson

    Self acting water pump - no external driver

    Brian There is another way of pumping water without using a hydraulic ram or an external source of power. Use a pump to pump the water required & power the pump with another pump (turned back to front so the the second pump acts as a turbine to drive the first pump). 1 PUMP 1 - Determine the...
  9. barryadamson

    inlet location to tank

    You surprised me - seeing that the last comment was in May, I didn't think that you would still be interested in more info & I didn't expect you to answer. The hydraulic tests were done for a major water utility in the State of Western Australia. Regards barrya
  10. barryadamson

    inlet location to tank

    Several years ago, we did a series of tests in a hydraulic lab to model reservoir flows based on various inlet & outlet locations. The reservoirs were up to 200 m square & up to 10 m deep & used for balancing storage in a large water distribution system. Several conclusions were made: - * wind...
  11. barryadamson

    Self acting water pump - no external driver

    One Australian manufacturer is named 'Billabong' in Melbourne I think. The best publication I have used, is 'A Manual of the Hydraulic Ram for Pumping Water' by Simon Watt. It is published by Intermedialte Technology Publications (ITDG)of 9 King St,London WC2E 8HN, UK. This manual (about 40...

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