5.1 seawall

Viewing 15 posts - 1 through 15 (of 17 total)
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  • #7529
    Brendan Martin
    Participant

      Hello Jean

      I am reaching out to you in regarding the EWB challenge for Saibai Island. Specifically challenge 5.1 Seawall improvements
      Looking at the photos and the information provided i have the following questions to help me in my assignment.

      I am assuming the pipes are concrete?
      I am unsure what material the end caps and sleeves are made from as it appears they are painted steel or some kind of casting. If this is the case how are they retained to the concrete? Do you have designs for these ends caps?
      The hinges do not appear to be welded to the ends so how are these also retained?
      What material are the hinges made from? If they are carbon steel than the resolve for this issue should be rather simple assuming the hinge mounts are easily accessible.

      The photos provided show hinges that are in relatively good condition which is also making the assessment difficult.

      If you can not answer these questions can you please point me in the direction where i can find it

      #7543
      Jean Aquinde
      Keymaster

        Hi Brendan,

        We received a few information from a TSIRC staff related to the materials of outlet pipe and end caps. He said it’s made of Hume-King floodgate (also known as reflux valve or tidal flap) moulded from fibreglass reinforced polyester, with high tensile 316 stainless steel built-in hinges, and replaceable neoprene sealing rings.

        I hope this helps!

        Regards,
        Jean

        #7603
        lily beharrell
        Participant

          hello,
          How many flap valves are there on the seawall? also how big are they and it there any resources that we could access that shows the current inner design? we have assumed that it is a swing check valve but we cant find the info on the specifics.
          thanks

          #7620
          Brendan Martin
          Participant

            Hello

            Could we also request the outside diameter(s) at the discharge point of the pipes? If not nominal bore and wall thickness will also be suitable

            #7641
            Sai Rupa Dev
            Keymaster

              Hi Lily,

              There are 3 (1200*450) RCBC flaps. . This is project scope from the construction company who were awarded the work.

              The flaps are situated near the church, you can take a closer look at the interactives. Hope that helps.

              Cheers,
              Sai

              #7642
              Sai Rupa Dev
              Keymaster

                Hi Brendan,

                Unfortunately, we weren’t able to procure the exact diameter of the discharge pipes. but we know that the culverts are 450 mm, so it’s safe to assume it’s around 450 to 500 mm. Hope that works.

                Cheers,
                Sai

                #7667
                Toby Trenwith
                Participant

                  Hello,

                  What is the current lifespan or maintenance frequency of the flap design? Also what failures are most common, hinge pin or hinge mount failure, flap failure, sealing rings, etc.

                  Found some brief information on this but not specifics.

                  Thanks,
                  Toby

                  #7674
                  Sai Rupa Dev
                  Keymaster

                    Hi Toby,

                    For remote communities like Saibai, regular maintenance schedules can be challenging to implement and adhere to due to limited resources, difficult access, and other logistical constraints. The key problem is the hinge pin. I’d estimate the life span to be 2 years.

                    Hope that helps.
                    Cheers,
                    Sai

                    #7725
                    lily beharrell
                    Participant

                      hello, something my team and i have just noticed is that it doesn’t specify what part of the valve is corroding. we had assumed that it just the stainless steal pin but looking at the image of the flaps the fiber glass looks to be in worse shape than the pin. just need to know as our design solution is heavily related to replacing the materials so we need to know if the fibre glass should also be replaced.
                      thanks for your help

                      #7735
                      Brendan Martin
                      Participant

                        Hello

                        Just to clarify, the design scope is to address the storm water discharge pipes to the ocean, and not the Culvert? 5.1 states pipes and gives no reference to culverts in the description.

                        Additionally can you please confirm how many Pipes there are and there location on the island

                        #7763
                        Jean Aquinde
                        Keymaster

                          Hi Lily,

                          It’s good that you have documented all those observations. Unfortunately, we don’t have access to the detailed drawing and real-time assessment of the affected components.

                          Our ultimate goal is to have an operational seawall drainage system that is fit for purpose. This can be achieved through the use of appropriate materials and regular maintenance.

                          Considering the drainage system as a whole and given your observations, I suggest you propose different design alternatives (for example – only replacing component x or replacing component x and the fiberglass).

                          These design alternatives may have different associated risks and opportunities, such as cost, performance, etc. Mapping your design alternatives as a team will help you to make informed decisions.

                          All the best in your project,
                          Jean

                          #7764
                          Jean Aquinde
                          Keymaster

                            Hi Brendan,

                            The community partner didn’t raise any issues with the culverts. Therefore, the focus is only on the drainage system.

                            The culverts and the drainage pipes serve different purposes. The culverts allow water to move freely from one side to the other, such as natural in/outflows from the wetland to the ocean and vice versa. At the same time, the drainage pipes are designed for one-way flow to allow excess water to escape. Unfortunately, there is no data readily available on the number of pipes.

                            I hope that clears things up for you!

                            Regards,
                            Jean

                            #8128
                            Samuel Lawson
                            Participant

                              Hi there,

                              We’re looking to put in a inexpensive drainage system and then repurpose the now drained land for the community use, specifically adolescents. I’m trying to figure out what kinds of activities and sports local kids enjoy on Saibai. Also, I’m wondering if adding a playground might clash with their local culture. Any advice would be really helpful!

                              #8130
                              Samuel Lawson
                              Participant

                                Hi there,

                                We’re looking to put in a inexpensive drainage system and then repurpose the now drained land for the community use, specifically adolescents. I’m trying to figure out what kinds of activities and sports local kids enjoy on Saibai. I’m also wondering what would count as cultural intrusion, like is using genetically modified plants or adding a playground appropriate. Any advice would be really helpful!

                                #8134
                                Jean Aquinde
                                Keymaster

                                  Hi Samuel,

                                  I suggest that you have a look at the Saibai Community Booklet 2012 and the TSIRC Community Plan 2009-2029. What activities that count as cultural intrusion may be a subjective matter for the community. These documents will give you an idea about the existing recreational facilities and the community’s goals specific to art culture and heritage.

                                  I hope this helps!

                                  Regards,
                                  Jean

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