A softeningplant is to be desin gnedto treat water having a hardness of 160 mg/L as CaCO,. This hard water entersthe Rapid Mix ( onecompartmen) at a flow rate of 0.15 m s. A hydroxides dose is addedto react with Mg*2 and Ca*2 cationsand non carbonates Water is wantedto leavethe Rapid Mix with a hardnessof 120 mg L as CaCO,. Assumthat theUnit Mix satisfiesC.S.T.R, and the softeningreaction is first order with a rate constant of k, = 0.02 s'. The outlet water froma Rapid Mix entersa Flocculaton Basin and is to be treated to give softwater at 80 mg| L as CaC,. Designthe softeningmill :1-) Rapid Mix :

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A softeningplant is to be desin gned to treat water having a hardness
of 160 mg/L as CACO,. This hard water entersthe Rapid Mix
( onecompartme) at a flow rate of 0.15 m/s. A hydroxides dose
is addedto react with Mg*2 and Ca*2 cationsand non carbonates
Water is wantedto leavethe Rapid Mix with a hardnessof 120 mg L
as CaCO,. Assum&hat theUnit Mix satisfiesC.S.T.R, and the
softeningreaction is first order with a rate constant of k, = 0.02 s.
The outlet water froma Rapid Mix entersa Flocculaton Basin and is to
be treated to give softwater at 80 mg| L as CaC, .
Designthe softeningmill:1-) Rapid Mix :
%3D
Transcribed Image Text:Homework A softeningplant is to be desin gned to treat water having a hardness of 160 mg/L as CACO,. This hard water entersthe Rapid Mix ( onecompartme) at a flow rate of 0.15 m/s. A hydroxides dose is addedto react with Mg*2 and Ca*2 cationsand non carbonates Water is wantedto leavethe Rapid Mix with a hardnessof 120 mg L as CaCO,. Assum&hat theUnit Mix satisfiesC.S.T.R, and the softeningreaction is first order with a rate constant of k, = 0.02 s. The outlet water froma Rapid Mix entersa Flocculaton Basin and is to be treated to give softwater at 80 mg| L as CaC, . Designthe softeningmill:1-) Rapid Mix : %3D
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