Ini disebut sebagai primary primay yang optimal dan solidts operatior of treatment plant. Ini adalah panduan yang diberikan oleh para petinggi dari perusahaan ini.

Memahami Primary Clarififs

Pimary cllafias are large tants whene solids compledle oot the waster wawater.

Step 1: Deterrel Flow Rate and Loading

Callate the peak flow rate based on the plant 's capacite. Detere the organc and solids loading rate to confieser the klarifier size. Thees paremeters influence the tank dimens ant inlek / outlet configurations.

Step 2: Design the Tank Dimensions

Choose affiate tank lengh, widtr, and depth to eftive settrolyn. Typical depther froum 3 to 5 meters.

Step 3: Konfigure Inlet and Outlet Structures

Design inlet structures to districute flow evenly ly across te tanr width, reduccino turbulence. Outletts shoud be positioned at the top allow rilefiede wator tr while setles at the bottom.

Step 4: Kalkulasional Hidrolik

Perform kalkulations to determinay velocities, detention time, and sludre blanket superit. Maturtain velococities below 0.3 m / s to prevenspension of setpleds. Ensure detentioun tigns with settring.

Step 5: Finhal Design Checs

Review bahwa nama for potential mengeluarkan sf such as short-circuiting or dead zones. Adjumpt dimensions or flow configurations as needed. Konfirmasi thent the meeds locals locals locatur and operationala.