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Recent content by bnard

  1. bnard

    Ground improvement support for PE pipe on mud soil

    thks guys the ACP is 30 yrs old which is really a bit old and to my understanding has already induce settlement due time and might as well be very brittle and any adjacent additional loads or lateral stress is unadvisable. Only a portion of which will be replaced around 2km and the new PE pipe...
  2. bnard

    Ground improvement support for PE pipe on mud soil

    the service is a raw water mainline
  3. bnard

    Ground improvement support for PE pipe on mud soil

    The road is a major highway linking most of the industrial warehouses and coal terminal plants within the industrial zone. It is projected to carry 15,000 AADT in 10-15 yrs time but currently the daily traffic is at 7,000 AADT. The depth of cover is 1.0m. Additional soils test is being...
  4. bnard

    Ground improvement support for PE pipe on mud soil

    Hi guys hope you can help me with this. We are to relocate the existing 375 AC pipe at the toe of the road batter by laying a new 400 PE mainline about 25m from its original location. The road will be upgraded into 4 lanes and the existing ground is mud soil about 2-4m depth. Here are my...
  5. bnard

    How to support PE pipe on mud soil

    Hi guys hope you can help me with this. We are to relocate the existing 375 AC pipe at the toe of the road batter by laying a new 400 PE mainline about 25m from its original location. The road will be upgraded into 4 lanes and the existing ground is mud soil about 2-4m depth. Here are my...
  6. bnard

    Vent openings for irrigation reservoir

    We have this 7,350 cu.m underground reservoir with a height of 8.80m wherein 6.0m are underground and 3.8m is above ground. The layout is somewhat trapezoidal in shape and a two chamber system is proposed for considering the maintenance. Is there a guidelines in locating and designing the vent...
  7. bnard

    Elevations for pump and reservoir

    Hi can anyone make clarifications on how to determine the elevations of pump and reservoir in watercad when the reservoir and pump house is underground?
  8. bnard

    uPVC standards

    Thanks guys for all the info
  9. bnard

    uPVC standards

    Hi just wanna ask if the BS3505:1986 was the edition prior to BS EN 1452:2000? Also under the latest edition, does it states that Pipe series 10 is also PN 10? please advise thanks again
  10. bnard

    uPVC standards

    Hi thanks can you give me the pressure rating for class c, class d, class e and class 10 for uPVC pipes? thanks again
  11. bnard

    uPVC standards

    Hi is there anyone who has a copy of the BS 3505, DIN 8062 - ISO 161/1 for uPVC pipes? I would appreciate very much any help and suggestions thanks
  12. bnard

    uPVC to HDPE pipe connections

    Hi thanks guys for the info. Yap its a pressure system the HDPE DN 315mm will be connected to uPVC DN 125mm and DN 100mm pipe
  13. bnard

    uPVC to HDPE pipe connections

    Hi can anyone help me out on how a uPVC pipe will be connected to HDPE pipe. Im currently designing an irrigation system wherein the client requires us to use uPVC pipe for sizes below 225mm and HDPE for above sizes. Much will be of help if you can give me commercial sizes and specs of uPVC in...
  14. bnard

    Water network modelling

    Thanks guys for the info I was just wondering because the principles involved in watercad and epanet are of matrix type I guess similar to cholesky which as others told me needs to be labelled accordingly and closer to each other to minimize the bandwidth (dunno the exact name) I just forgot the...
  15. bnard

    Water network modelling

    Hi is there anyone who could advise me regarding the proper assigning of numbers of nodes in water network modelling? Is there a sequence to be followed or steps like a loop maybe in clockwise or counterclockwise? I am using epanet and watercaed software. Pls advise. . .thanks

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