03350ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-07-17 0 FKASA .H344 2019 r Bc. T000000846 2020-10-12 00:00:00 1 2020-07-17 PSM 0 0 lcc 0 0 REF 10000 10000 2020-07-17 0 CD12650 T000000847 2021-03-11 00:00:00 1 2020-07-17 PSM 92665 92671 MY-KuUP 20251125105600.0 t||||fr|||| 000 0 ta 200717t20192019my a|||fram|| 000 0 eng d THE0008776(Local) hardback UMP eng UMP rda FKASA .H344 2019 r Bc. Siti Hafieza Idayu Che Saidi, author. Treatment of industrial wastewater using kariba weed (salvinia molesta SP.) / Siti Hafieza Idayu Che Saidi Kuantan, Pahang : UMP, 2019 © 2019 xiii, 71 pages : illustrations (some color) ; 30 cm. + 1 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Includes bibliographical references Nowadays, with the industrial and modern technologies develop rapidly, water pollution has become one of the massive problems for not only third world countries and development countries but also to very advanced countries. Phytoremediation process is environmental friendly and low cost treatment method. This research was conducted to explore the feasibility and efficiency of aquatic plants remediate effluent from industrial wastewater that has been treated. The objectives of the research were to characterize the status of industrial wastewater in Gebeng industrial estate and determine the phytoremediation efficiency of Salvinia Molesta sp. in removing pollutant from wastewater. To achieve these objectives, Kariba weed was selected for the research. The water parameters that had been monitored and tested were dissolved oxygen (DO), pH, turbidity, total suspended solids (TSS), chemical oxygen demand (COD), biochemical oxygen demand (BOD), ammoniacal nitrogen (NH3-N), copper (Cu), cadmium (Cd), and lead (Pb). From the overall results obtained in the experiments, 50% concentration of wastewater contributed the highest percentage removal efficiency were 8.16%, 11.69% and 12.79% of pH, 17.95%, 33.70% and 41.88% of BOD, 26.09%, 39.13% and 60.87% of NH3-N, 26.67%, 43.33% and 56.67% of COD, 28.57%, 50% and 64.29% of Pb, 33.33%, 50% and 66.67% of Cd, 21.05%, 31.58% and 47.37% of Cu for week 1, week 2 and week 3 while percentage of DO is increased which were 5.27%, 15.96% and 19.73% for week 1 to week 3. Furthermore, the increasing of total suspended solid for 50% concentration of wastewater was lowest among three concentration which were 5.26%, 21.05% and 38.60% for week 1 to week 3. But for the turbidity, 75% concentration of wastewater contributed the highest percentage of increasing efficiency which were 5.62%, 12.29% and 15.05% for week 1, week 2 and week 3. Comparisons done by three different concentration and 50% concentration of wastewater was the most suitable to remove most of the parameters. Faculty of Civil Engineering and Earth Resources Disertations Universities and colleges Disertations Theses lcc PSM