scholarly journals The Utilization of Laundry Wastewater as Liquid Fertilizer for Rice Plants

2021 ◽  
Author(s):  
Sadono Mulyo ◽  
Suwarno Hadisusanto ◽  
Prabang Setiono
Keyword(s):  
Aquatic Ecosystems ◽  
Waste Treatment ◽  
Quality Standard ◽  
Operating Conditions ◽  
Treatment Model ◽  
Liquid Fertilizer ◽  
Effluent Quality ◽  
Rice Plants ◽  
Variable Quantity ◽  
Reduction Efficiency

Abstract The laundry liquid wastewater contains detergents and phosphates which are nutrients for plant which can also causepollution, explosive growth of aquatic biota, and aquatic ecosystems eutrophication. The great potential of laundrywaste requires an efficient and inexpensive waste treatment model to reduce the phosphate content. This study aimsto examine the effect of wetlands on laundry wastewater, straw soaking water, and the use of effluent as a liquidfertilizer for rice plants. As well as analyzing the fate of toxic detergents (ABS) in rice grains on a laboratory scale.The results showed the wetland was able to reduce the pollutants level in laundry wastewater and toxic organic bondswith the BOD, COD, TSS, TDS, Detergent, Phosphate reduction efficiency between 49% - 95%; has met the PERDADIY no. 7 of 2016 about Quality Standard. The operating conditions that provided the optimum results in this studywere the laundry wastewater treatment model and the utilization of effluent as liquid fertilizer for rice plants withstraw soaking water neutralization with minimum discharge variations resulting in effluent quality and quantity ofharvested products of 75 gr/0.4 m2 and there is a detergent residue content of 24.80 mg/kg; without straw soaking,yields 155 gr/0.4 m2 with detergent residue content of 32.65 mg/kg. Iconic and diagrammatic models of laundrywastewater treatment were obtained based on the quality variable, quantity variable, and the effluent pre-treatmentcapacity variable thus it can be used as liquid fertilizer for rice plants to describe the behavior of the real system. Thefactor that has a high influence on system performance, but the dependence between factors is low, namely the effluent flow discharge into the wetland.

A Critical Look into the Deviation of Full Scale Performance from Design Expectations

1989 ◽  
Vol 21 (10-11) ◽  
pp. 1389-1402 ◽  
Author(s):  
R. Zaloum
Keyword(s):  
Expert Systems ◽  
Waste Treatment ◽  
Full Scale ◽  
Operating Conditions ◽  
Organic Load ◽  
Computer Assisted ◽  
Uniform Load ◽  
Effluent Quality ◽  
Simulation Techniques ◽  
Steady Level

Deviations from design expectations appear to stem from views which assume that a unique response should result from a given set of operating conditions. The results of this study showed that two systems operating at equal organic loads or F/M ratios and at the same SRT do not necessarily give equal responses. This deviation was linked to the manner in which the HRT and influent COD are manipulated to obtain a constant or uniform load, and to subtle interactions between influent COD, HRT and SRT on the biomass and effluent responses. Increases of up to 200% in influent COD from one steady level to the next did not significantly influence the effluent VSS concentration while an effect on filtered COD was observed for increases as low as 20%. Effluent TKN and filtered COD correlated strongly with the operating MLVSS while phosphorus residual depended on the operating SRT and the organic load removed. These results point to the inadequacy of traditional models to predict effluent quality and point to the need to consider these effects when developing simulation techniques or computer assisted expert systems for the control of waste treatment plants.

scholarly journals Implementasi Pengelolaan Limbah Cair Rumah Sakit Islam Ibnu Sina Pekanbaru

2015 ◽  
Vol 2 (2) ◽  
pp. 87
Author(s):  
Hartati Hartati ◽  
Adrianto Ahmad ◽  
Elda Nazriati
Keyword(s):  
Health Workers ◽  
Liquid Waste ◽  
Quality Standard ◽  
Operating Conditions ◽  
Wastewater Management ◽  
Effluent Quality ◽  
Setting Process

Liquid waste discharged from Ibnu Sina Muslim Hospital have a negative impacton the environment if the waste is not properly managed. Therefore it is mandatory to controlthe disposal priar to discharging in to the environtment. The present study aimed to determineliquid waste magement by determining the quality of effluent of Ibnu Sina Muslim Hospitaland comparing to the liquid waste quality standard of the minister of environment (Decre No58/1995) on the liquid waste quality of hospital activities. Data obtained by observation,questionnaires and laboratotory examination. Apparently, the temperatur BOD5, COD, pHana MPN meets effluent quality standard; while the ammonia, phosphate and TSS exceededthe upper treshold. Wastewater management Ibnu Sina Muslim as chlorine tank. Knowledgeof employees and health workers Ibnu Sina Muslim Hospital Pekanbaru on liquid wastemanagement has been high but in the setting process and operating conditions ware less. 

scholarly journals Combination of Thermal, Hydrometallurgical and Electrochemical Tannery Waste Treatment for Cr(III) Recovery

2021 ◽  
Vol 11 (2) ◽  
pp. 532
Author(s):  
Evgenios Kokkinos ◽  
Aggeliki Banti ◽  
Ioanna Mintsouli ◽  
Aikaterini Touni ◽  
Sotiris Sotiropoulos ◽  
...  
Keyword(s):  
Extraction Efficiency ◽  
Waste Treatment ◽  
Constant Current ◽  
Vitreous Carbon ◽  
Applied Potential ◽  
Disc Electrode ◽  
Rotating Disc ◽  
Reduction Efficiency ◽  
Scale Reactor ◽  
Initial Conversion

A combination of thermal (500–750 °C in air) and hydrometallurgical (acidic) treatments have been applied to dried tannery sludge, resulting in the initial conversion of Cr(III) to Cr(VI) and its subsequent leaching as wastewater with high Cr(VI) concentration content (3000–6000 mg/L), presenting an extraction efficiency over 90%. The optimal electrochemical conditions for the subsequent Cr(VI) reduction with respect to acid concentration and acid kind were established by applying appropriate rotating disc electrode (RDE) experiments, using a glassy carbon (GC) electrode, and found to be equal or higher than 0.5 M H2SO4 (for the respective Cr(III) concentration range studied). The result from leaching Cr(VI) wastewater was further treated in small electrochemical bench-scale reactor for its conversion back to Cr(III) form, potentially reusable in the tanning industry. Ti-based anodes and a reticulated vitreous carbon (RVC) cathode were used to treat small (350–800 mL) samples in batch, as well as in batch-recirculation prototype electrochemical reactors, under the application of constant current or appropriately applied potential to achieve Cr(VI) conversion/reduction efficiency over 95%.

Assessing the viability of recovered phosphorus from eutrophicated aquatic ecosystems as a liquid fertilizer

2021 ◽  
Vol 285 ◽  
pp. 112156
Author(s):  
I. Álvarez-Manzaneda ◽  
N. Laza ◽  
F.B. Navarro ◽  
E.M. Suárez-Rey ◽  
M.L. Segura ◽  
...  
Keyword(s):  
Aquatic Ecosystems ◽  
Liquid Fertilizer

Variability control: key to regulatory compliance and sustainability goals

2006 ◽  
Vol 53 (11) ◽  
pp. 1-9 ◽  
Author(s):  
A.J. Englande ◽  
W.W. Eckenfelder ◽  
G. Jin
Keyword(s):  
Wastewater Treatment ◽  
Waste Treatment ◽  
Management Practice ◽  
Regulatory Compliance ◽  
Process Technology ◽  
Effluent Quality ◽  
Best Management ◽  
Performance Variability ◽  
Treatment Technologies ◽  
Biological Waste Treatment

The focus of this paper is on variability concerns in wastewater treatment and approaches to control unacceptable fluctuations in effluent quality. Areas considered include: factors contributing to variability in both waste loads and process technology performance; variability assessment; control of variability employing the process best management practice (BMP); design/operation of biological waste treatment technologies for variability reduction; and modelling to enhance process control.

scholarly journals Diseminasi Hasil Riset Anti Mikroba Alami Berbasis Pemanfaatan Limbah Kulit Buah Menjadi Hand Sanitizer Di Sentra Industri Keripik Pisang

2020 ◽  
Vol 4 (4) ◽  
pp. 655-660
Author(s):  
Dewi Sartika ◽  
Susilawati ◽  
Neti Yuliana
Keyword(s):  
Waste Treatment ◽  
Percentage Increase ◽  
Liquid Soap ◽  
Treatment Technology ◽  
Waste Products ◽  
Liquid Fertilizer ◽  
Research Results ◽  
Hand Sanitizer ◽  
Process Waste ◽  
Dissemination Of Research

The Center for Home Industry chips on Bandar Lampung. The problem of this is the waste that has not been managed properly, the chip waste IRT waste in the form of fruit peels, leaves, fruit stalks, humps has the potential to be made of high-selling value products, diversification can be in the form of hand sanitizer products. The purpose of this activity is to solve the Partner's problem by disseminating research results in the form of transfer of waste treatment technology into a hand sanitizer. The method used is lectures and discussions on the dissemination of research results, assistance in processing wastewater into hand sanitizer products. The need for partners to process waste products into products that have value in the form of making herbal solid soap, followed by liquid soap, hand sanitizer, natural anti-microbial, feed making, composting and liquid fertilizer. The percentage increase in knowledge and understanding of the material after the service activities is the utilization of waste (40%), making feed (50%), making hand sanitizer (70%).

scholarly journals Experimental analysis on the synergistic effect of combined use of ozone and UV radiation for the treatment of dairy industry wastewater

2020 ◽  
Vol 26 (5) ◽  
pp. 200375-0
Author(s):  
Ramya Suresh ◽  
Baskar Rajoo ◽  
Maheswari Chenniappan ◽  
Manikandan Palanichamy
Keyword(s):  
Uv Radiation ◽  
Dairy Industry ◽  
Oxygen Demand ◽  
Operating Conditions ◽  
Circulation Rate ◽  
Combined Use ◽  
Reduction Efficiency ◽  
Cylindrical Reactor ◽  
Ozone Injection ◽  
Industry Wastewater

The present study focused on the various advanced oxidation processes; Ozone, UV radiation, O<sub>3</sub>/H<sub>2</sub>O<sub>2</sub>, O<sub>3</sub>/UV, UV/H<sub>2</sub>O<sub>2</sub> and O<sub>3</sub>/UV/H<sub>2</sub>O<sub>2</sub> for treatability of dairy industry wastewater. With this aim, the trials were carried out in cylindrical reactor fortified with UV radiation and Ozone injection. Efficiency of the treatment process was evaluated considering Chemical Oxygen Demand (COD), lactose reduction and process parameters were determined to be reaction time, pH, circulation rate, and H<sub>2</sub>O<sub>2</sub> dosage. 32.5%, 35.2% , 25%, 83% COD and 40.6%, 43.6%, 38.2%, 80% lactose reduction efficiency were obtained under the operating conditions for O<sub>3</sub>/H<sub>2</sub>O<sub>2</sub>, O<sub>3</sub>/UV, UV/H<sub>2</sub>O<sub>2</sub> and O<sub>3</sub>/UV/H<sub>2</sub>O<sub>2</sub> processes, respectively. As per this outcome, UV/H<sub>2</sub>O<sub>2</sub>/O<sub>3</sub> process gave more than 65% of COD and 52.36% of lactose reduction efficiency than other hybrid processes. Optimum conditions for UV/H<sub>2</sub>O<sub>2</sub>/O<sub>3</sub> process (pH = 5, time = 180 mins, circulation rate = 50 mL/h and H<sub>2</sub>O<sub>2</sub> dosage of 0.5 mL) resulted in 88% of COD and 93.4% lactose reduction.

Performance of family-size sequencing batch reactor and rotating biological contactor units treating sewage at various operating conditions

2000 ◽  
Vol 41 (1) ◽  
pp. 97-104 ◽  
Author(s):  
J.C. Akunna ◽  
C. Jefferies
Keyword(s):  
Total Phosphorus ◽  
Sequencing Batch Reactor ◽  
Batch Reactor ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Ammonia Nitrogen ◽  
Operating Conditions ◽  
The Other ◽  
Rotating Biological Contactor ◽  
Effluent Quality

Field trials were carried out using two types of package units designed for the treatment of domestic sewage from individual households. One of the units was a commercially available rotating biological contactor (RBC) system. The other was a newly developed sequencing batch reactor (SBR) system. Trials were carried at the site of a local sewage treatment plant where degritted raw sewage from a combined sewerage network was fed to the two units for a period of four months. Both units produced good effluent quality, well below 20/30 (BOD/SS) during steady-state performance. However, shorter start-up time was observed with the SBR unit together with better effluent quality (up to BOD&lt;10 mg/l and SS&lt;15 mg/l). Furthermore, the SBR unit produced effluents with ammonia nitrogen and total phosphorus levels of 3 mg/l and 2 mg/l respectively, for influent levels that varied from 20 to 60 mg N-NH3/l and from 15 to 17 mg/l of total phosphorus. On the other hand, significant nutrient removal did not seem tohave occurred in the RBC unit. During testing to meet the requirements of British Standard (BS 6297), it was observed that the SBR can tolerate shockloads and periods following zero flow better than the RBC unit.

Reliability analysis of stabilisation pond systems

2007 ◽  
Vol 55 (11) ◽  
pp. 127-134 ◽  
Author(s):  
S.M.A.C. Oliveira ◽  
M. von Sperling
Keyword(s):  
Reliability Analysis ◽  
Coefficient Of Variation ◽  
High Variability ◽  
Full Scale ◽  
Operating Conditions ◽  
Effluent Quality ◽  
Standard Values ◽  
Expected Compliance

This article presents a reliability analysis of 116 full-scale pond systems in Brazil, comprising 73 primary facultative ponds and 43 anaerobic–facultative pond systems. A methodology developed by Niku et al. (1979) is used for the determination of the coefficients of reliability, in terms of the compliance of effluent BOD, COD, TSS and FC to discharge standards or effluent quality targets. The design concentrations necessary to meet the prevailing discharge standards and the expected compliance percentages have been calculated from the coefficients of reliability obtained. The results showed that few units, under the observed operating conditions, would be able to present reliable performances in terms of compliance with the analyzed standards. For the four constituents (BOD, COD, TSS and FC) and both systems (facultative ponds and anaerobic-facultative systems), the variability of the effluent quality was very large, leading to a high variability of the coefficient of variation (CV) and the coefficient of reliability (COR). The effluent quality from the facultative ponds showed a larger distance to both the desired values and the discharge standard values, compared with the anaerobic–facultative systems.

Sign in / Sign up

Export Citation Format

Share Document