h1. Sedimentation Tank Dimensions Design Program
The design of the sedimentation tank is a critical piece of the design of the entire plant. Its properties, such as depth and critical velocity, are important in determining the dimensions and lamella spacing. This program requires inputs from the [user|User Inputs Design Program] and from our [basis of design|Design Assumptions Design Program] in order to determine the design and dimensions necessary to generate the AutoCAD drawing and design report.
!sed tank dim.PNG!
h2. Sedimentation Tank Design Program Algorithm
[Sedimentation Tank Inputs|Sedimentation Tank Design Program Inputs]
[Sedimentation Tank Outputs|Sedimentation Tank Design Program Outputs]
[Sedimentation Tank AutoCAD Drawing Program|AutoCAD Sedimentation Tank Program]
h2. Algorithm
The sedimentation program calculates the dimensions of one sedimentation tank considering the dimensions of inlet slopes, sed plate frame, lamella, sed launder, as well as dimensions of the inlet channel.
Firstly, the design of sedimentation tanks for a given flowrate Q, involves a selection of the number of sedimentation tanks from a user input. Based on the user input, the flowrate in one sedimentation tank and length of the sed tank are calculated:
{include:Q.Sed}
and
{include:L.Sed}
where the width of the sedimentation tank was set to 42.5 inches, which represents the width of available lamella material, and the upflow velocity was set to 70m/day to allow for possible sludge blanket formation.
The wall height of the sedimentation tank was set to be equal to the height of the water level plus the height of the freeboard of 10cm. This plant freeboard is a design assumption used through out the design algorithms to give a buffer to allow for possible variation in water levels without resulting in tank overflow.
{include:H.Sed}
The water level height is calculated as the sum of:
(1) elevation of the sed slopes, 2*outerdiameter of the pipe used for the sed plate frame, height of the lamella, and height of the water above lamella;
OR
(2) elevation of the sed slopes, thickness of the channel wall, and height of the inlet channel wall;
whichever of the two is greater.
{latex}
\large
$$
HW_{Sed} = \max (Z_{SedSlopes} + 2*outerdiameter(ND_{SedPlateFrame} ) + H_{SedPlate} + H_{SedAbove} ,Z_{SedSlopes} + T_{ChannelWall} + H_{InletChannel} )
$$
{latex}
where, the elevation of the sed slopes is defined as:
{latex}
\large
$$
Z_{SedSlopes} = Z_{SedSludge} + H_{SedTopSlope} + H_{SlopeThickness}
$$
{latex}
The calculations of the lamella height can be found [here|Lamella Design Program].
The launders leaving the sedimentation tanks were designed in a similar manner as the sedimentation sludge drain manifold. The height of water above plate settlers has been defined as:
{latex}
\large
$$
H_{SedAboveW} = outerdiameter(ND_{SedLaunder} ) + HL_{SedLaunder}
$$
{latex}
The calculations of dimensions of the inlet channel can be found [here|Inlet Channel Design Program].
Finally, therefore:
{latex}
\large
$$
H_{Sed} = HW_{Sed} + H_{PlantFreeboard}
$$
{latex}
and
{latex}
\large
$$
Z_{MP} = HW_{Sed} - HW_{InletChannel}
$$
{latex} | 