Design of aeration tank is already uploaded in the channel.. please go through the channel..and I will upload the design of equalization and tube settler soon..
Sir, many thanks for the video. I want to learn about design of Waste Water Treatment Plant i.e mathmatical calculation about flow, volume of respective tanks etc. Kindly guide me how to obtain this knowledge.
Sir, This calculation is limited for manual bar screen or we can use this for mechanical rake type bar screen. Also, please guide how to decide angle of inclination.
Hand cleaned racks are set usually at an angle of 45 to 60 degrees to the horizontal to increase the effective cleaning surface and facilitate the raking operations. OR you can use formula of head loss(in terms of angle of inclination) to calculate angle of inclination.
Dear Sir, Please could you explain me or design for Bar Space 5mm, Width of channel 500mm, Depth of Channel 1000mm Thank you and look-forward to hear from you, Regards, Vijay
Dear friend, We can design the screening unit depending upon the flow rate. Then, assuming the velocity of flow(0.6-1.2 m/s) through the screen and design flow rate, we can calculate the cross sectional area of screen( area through which sewage is flowing,it doesn't include diameter of bars). Then by assuming depth, calculate width( width through which water is flowing,it doesn't include diameter of bars) and then assume clear spacing and calculate the bars from the width of channel. Then, calculate total width of channel i.e. width + diameter of bar*number of bars. Also calculate length of screen by assuming angle of inclination (45-60). At last take check for head loss. In your questions, you have given bar space, width, and depth of channel. If all these value are given then why we are going for designing because these value depends on flow rate and velocity.. we can not assume all these value..we can assume only one dimension and rest of the dimensions we have to find. For this, refer this video or you can find the design guidelines in CPHEEO manual.