2015
DOI: 10.1080/19443994.2013.852137
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Treatment of concrete wash wastewater from ready-mix concrete operations

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Cited by 10 publications
(8 citation statements)
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“…There are several methods used by the existing RMC plant that have been reported (Table 5), from settling box (Tsimas, & Zervaki, 2011, de Matos et al, 2020, slow sand filter (Ghrair et al, 2020), treatment using BaCl2 (Mohamed et al, 2017), and using a combination of Moringa, alum and FeCl3. Water pit 13−13.5 <40,000 ppm (Sandrolini & Franzoni, 2001) Slow sand filter 12.70  9,000 ppm (Ghrair et al, 2020) BaCl2 treatment 12.60 5,890 ppm (Mohamed et al, 2015) Moringa+alum +FeCl3 9.5 10.14 NTU (Paula et al, 2018, Férriz-Papi, 2014 The quality of all recycled wastewater meets the standards of ASTM C1602, which the normative solid content of concrete mixing water is <50,000 ppm. In this work, the filtrate solid content is comparable with the process that used Moringa, which successfully removed 99.88% of the turbidity with initial wastewater turbidity of 84.5 NTU (28,1 ppm) using a combination of 0.36 g/L alum, 0.47 g/L Moringa dan 0.18 g/L FeCl3 (Paula et al, 2018, Férriz-Papi, 2014.…”
Section: Simulation Of Wastewater Treatmentmentioning
confidence: 97%
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“…There are several methods used by the existing RMC plant that have been reported (Table 5), from settling box (Tsimas, & Zervaki, 2011, de Matos et al, 2020, slow sand filter (Ghrair et al, 2020), treatment using BaCl2 (Mohamed et al, 2017), and using a combination of Moringa, alum and FeCl3. Water pit 13−13.5 <40,000 ppm (Sandrolini & Franzoni, 2001) Slow sand filter 12.70  9,000 ppm (Ghrair et al, 2020) BaCl2 treatment 12.60 5,890 ppm (Mohamed et al, 2015) Moringa+alum +FeCl3 9.5 10.14 NTU (Paula et al, 2018, Férriz-Papi, 2014 The quality of all recycled wastewater meets the standards of ASTM C1602, which the normative solid content of concrete mixing water is <50,000 ppm. In this work, the filtrate solid content is comparable with the process that used Moringa, which successfully removed 99.88% of the turbidity with initial wastewater turbidity of 84.5 NTU (28,1 ppm) using a combination of 0.36 g/L alum, 0.47 g/L Moringa dan 0.18 g/L FeCl3 (Paula et al, 2018, Férriz-Papi, 2014.…”
Section: Simulation Of Wastewater Treatmentmentioning
confidence: 97%
“…Existing palm fibre filters can only reduce the COD to 146 mg/L (Table 2), which does not meet the requirements for disposal into the environment. The high COD value may be contributed by the solid content derived from cement and other admixtures (Holley et al, 2019, Tsimas, & Zervaki, 2011, He et al, 2020, Mohamed et al, 2015, Chen et al, 2020. The first trial of the wastewater treatment used alum as the coagulant.…”
Section: The Solid Content Of Wastewatermentioning
confidence: 99%
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“…Concrete wash water (CWW) mainly comes from the water that was in contact with newly made buildings and from water used for cleaning concrete trucks. Due to the presence of high amounts of dissolved CaO and other hydroxides, the pH ranges from 11 to 12, making it toxic for fish and other aquatic life [ 27 ]. Consequently, many regulations have been imposed on industries and construction companies to handle CWW properly before disposal [ 28 ] and neutralization is extremely important.…”
Section: Introductionmentioning
confidence: 99%