TY - JOUR
T1 - Assessing a pre-treatment facility experimental prototype to enhance surface water runoff quality
T2 - a case study at Cali, Colombia
AU - Bedoya-Martínez, Paola Andrea
AU - García-Higuera, Héctor Javier
AU - Galarza-Molina, Sandra
AU - Galvis-Castaño, Alberto
N1 - Publisher Copyright:
© 2022 Informa UK Limited, trading as Taylor & Francis Group.
PY - 2024
Y1 - 2024
N2 - This study evaluated the performance of a pre-treatment facility for SuDS water quality improvement designed to handle the stormwater runoff of a 200 m2 parking lot, using synthetic runoff and a statistical model of two levels of operation and four variables. The prototype consisted of an inlet ramp, sedimentation and filtration tank, and a recirculation system. The results showed that the removal efficiency of total suspended solids (TSS) and fats and oils concentration in the effluent are not affected by influent variations in flow rate, pH, temperature, TSS, fats and oils, and lead concentration. For the 32 measurements taken, an average of 82.9% (SD 3.6%) was obtained regarding total suspended solids removal. Lead retention possibilities were also observed. The TSS removal efficiencies were above 90.6% for precipitation events, generating peak flows of up to 5 L/s and a duration of 21 minutes, controlling the diffuse pollution peak.
AB - This study evaluated the performance of a pre-treatment facility for SuDS water quality improvement designed to handle the stormwater runoff of a 200 m2 parking lot, using synthetic runoff and a statistical model of two levels of operation and four variables. The prototype consisted of an inlet ramp, sedimentation and filtration tank, and a recirculation system. The results showed that the removal efficiency of total suspended solids (TSS) and fats and oils concentration in the effluent are not affected by influent variations in flow rate, pH, temperature, TSS, fats and oils, and lead concentration. For the 32 measurements taken, an average of 82.9% (SD 3.6%) was obtained regarding total suspended solids removal. Lead retention possibilities were also observed. The TSS removal efficiencies were above 90.6% for precipitation events, generating peak flows of up to 5 L/s and a duration of 21 minutes, controlling the diffuse pollution peak.
KW - Sustainable Drainage Systems (SuDS)
KW - pre-treatment facility
KW - prototype
KW - stormwater runoff
KW - water quality
UR - http://www.scopus.com/inward/record.url?scp=85145285750&partnerID=8YFLogxK
U2 - 10.1080/1573062X.2022.2155846
DO - 10.1080/1573062X.2022.2155846
M3 - Article
AN - SCOPUS:85145285750
SN - 1573-062X
VL - 21
SP - 1035
EP - 1041
JO - Urban Water Journal
JF - Urban Water Journal
IS - 8
ER -