- Open Access
- Authors : Mayur A. Jirapure , Pranay P. Surana , Varad Joshi , Shyam Shire, Vivek Ade
- Paper ID : IJERTV9IS040593
- Volume & Issue : Volume 09, Issue 04 (April 2020)
- Published (First Online): 02-05-2020
- ISSN (Online) : 2278-0181
- Publisher Name : IJERT
- License: This work is licensed under a Creative Commons Attribution 4.0 International License
Grey Water Filter Module for Household
A Small Scale Domestic Waste Water Filtration Technology
Asst. Prof. Mayur A. Jirapure1
Civil Engineering Department Jawaharlal Darda Institute of Engg. & Tech,
Yavatmal-445001, (MH) India
Mr. Pranay P. Surana2
Civil Engineering Department Jawaharlal Darda Institute of Engg. & Tech,
Yavatmal-445001, (MH) India
Mr. Varad Joshi3, Mr. Shyam Shire4, Mr Vivek Ade5
Jawaharlal Darda Institute of Engg. & Tech, Yavatmal-445001
AbstractThe work is related with grey water filtration. The objective behind this project is to develop a practice of grey water filtration and reuse of it for different purposes in house work only. This project will help to reduce the wastage & generation of grey water respectively. Instead of wasting this grey water into sewers and increasing load on municipal sewer (if they are in existence) and in STP and also were there are less source of drinking water (like river or streams) in the area (urban, rural) this filter module which is merely made of easy available natural filter material (like sand, red brick pieces, jute mesh, etc) and from economical point of view, it is a re-step towards sustainable development.
KeywordsSTP (Sewage treatment Plant), grey water, module; red-brick pieces
-
INTRODUCTION
This article main objective is to develop a practice and setup a trend for reusing the grey water by filtering it in and use it for day to day life work. As in developing country like India, today also India faces water crises & drought. Urbanization is at the peak due to increasing human population and as the population increases demand water is also increases. About 42% of Indias land area is facing drought, with 6% exceptionally dry–four times the spatial extent of drought last year, according to data for the week ending March 26, 2019, from the Drought Early Warning System (DEWS), a real-time drought monitoring platform. Andhra Pradesh, Bihar, Gujarat, Jharkhand, Karnataka, Maharashtra, parts of the North-East, Rajasthan, Tamil Nadu and Telangana are the worst hit. These states are home to 500 million people, almost 40% of the countrys population [1]. As freshwater is fast becoming a scarce resource, it's high time India takes grey water recycle and reuse seriously. In order to meet the growing water demand, two sustainable options are available desalination and wastewater recycle and reuse. As wastewater from houses categorize in black water (generated from toilets) not easily treatable due to bacteria, pathogen contain & greywater (generated from sinks, showers, washing machines and bathtubs) is treatable as it contains salts & some percentage of heavy metals due to chemicals.
-
Understanding Greywater
Greywater is generated from sinks, showers, washing machines and bathtubs. About 133 liter (35 gallon) water is generated per person per day. The content of the greywater
varies by the source (means kitchen, laundry or bathroom) and the country. The amount of organic material is much lower compare to blackwater from toilets but the amount of heavy metals are about the same. Almost all the inorganic materials are manmade & synthetic substances which include soaps, bleaches, detergents, shampoo, etc.
-
Characteristics of Greywater
The quality of greywater depends on the source from which it is drawn as well as the use to which this water is put, but there are general characteristics that apply to greywater (Carden et al. 2006). Greywater can be divided into two categories based on pollutant loads: high pollutant load and low pollutant load (Friedler 2004). According to Li (2009), greywater generated from household kitchens and those from the laundry are higher in organics and physical pollutants compared to bathroom and mixed greywater. Various factors, such as the number of residents in a household, age distribution, living standard, residents cultural habits and the quality of the water supplied to the household, may have an influence on the greywater characteristics and result in a wide variation in the quality of greywater generated from different households and from various sources within a household (Morel & Diener 2006).
-
-
METHODOLOGY
We have made a filter module consisting of layers of different filter media in a plastic module (container) as shown in figure (1). Module (container) is made of a simple plastic jar and is divided in to five compartments i.e. aggregate layer, sand layer, coal layer, resin layer and brick layer. Aggregate layer with depth of 8.70cm, Coal layer with depth of 6.70cm, Sand layer with depth of 27.30cm, Resin layer with depth of 1.30cm and Brick layer with depth of 1.90cm with a freeboard of 0.8 cm Then we are going to pour the water sample from top side of the jar and water will pass through filter different media in trickling action. There is outlet/ tap at bottom of jar from were filtered sample will be collected for laboratory analysis. The sample results will be then tally to the discharging of wastewater norms of Govt. approval authority.
A. Greywater Sampling
This study sampled and assessed the physical and chemical properties of greywater generated from the kitchen and wash basin sources (in mix form). Samples of greywater
ource were collected from 01 house over a week. Grab Sr. amples were collected once a day. Samples were collected No. |
Characteristics of Grey Water (Final readings) |
|
Parameters |
Inlet Readings Subhead |
|
directly from the the manual washing areas or wash basins 5 |
Chlorides |
130 |
6 |
Nitrates |
20.40 |
7 |
Total Hardness |
110 |
8 |
Alkalinity |
50 |
9 |
Permanent Hardness |
60 |
10 |
Iron |
0.160 |
11 |
Fluoride |
0.85 |
12 The character A. Turbi Fig. 1. Greywater Filter Module . Labortry Analysis |
Total Dissolved Solids III. RESULT AN results obtained fro ization of greywater. dity Test 300 250 200 150 100 50 |
440 D DISCUSSION m the physico-chemical 60.00% 50.00% 40.00% 30.00% Inlet 20.00% Output 10.00% |
ource were collected from 01 house over a week. Grab Sr. amples were collected once a day. Samples were collected No. |
Characteristics of Grey Water (Final readings) |
|
Parameters |
Inlet Readings Subhead |
|
directly from the the manual washing areas or wash basins 5 |
Chlorides |
130 |
6 |
Nitrates |
20.40 |
7 |
Total Hardness |
110 |
8 |
Alkalinity |
50 |
9 |
Permanent Hardness |
60 |
10 |
Iron |
0.160 |
11 |
Fluoride |
0.85 |
12 The character A. Turbi Fig. 1. Grywater Filter Module . Labortry Analysis |
Total Dissolved Solids III. RESULT AN results obtained fro ization of greywater. dity Test 300 250 200 150 100 50 |
440 D DISCUSSION m the physico-chemical 60.00% 50.00% 40.00% 30.00% Inlet 20.00% Output 10.00% |
s s
while the kitchen water was collected from the kitchen sink.
B
Physico-chemical analyses of the greywater collected were
0
Fig. 2. Turbidity Test Graph
Fig. 2. Turbidity Test Graph
1 2 3
Fig. 3. Chloride Test Graph
1 2 3
Fig. 3. Chloride Test Graph
200
0.00%
18.00%
determined for the selected parameters:-
Sr. No. |
Characteristics of Grey Water (initial readings) |
|
Parameters |
Inlet Readings Subhead |
|
1 |
Physical Observation |
Turbid |
2 |
Odour |
Soapy |
3 |
Turbidity (NTU) |
204 |
4 |
PH-Value |
8.90 |
5 |
Chlorides |
160 |
6 |
Nitrates |
20.11 |
7 |
Total Hardness |
190 |
8 |
Alkalinity |
50 |
9 |
Permanent Hardness |
140 |
10 |
Iron |
0.11 |
11 |
Fluoride |
0.90 |
12 |
Total Dissolved Solids |
470 |
Sr. No. |
Characteristics of Grey Water (initial readings) |
|
Parameters |
Inlet Readings Subhead |
|
1 |
Physical Observation |
Turbid |
2 |
Odour |
Soapy |
3 |
Turbidity (NTU) |
204 |
4 |
PH-Value |
8.90 |
5 |
Chlorides |
160 |
6 |
Nitrates |
20.11 |
7 |
Total Hardness |
190 |
8 |
Alkalinity |
50 |
9 |
Permanent Hardness |
140 |
10 |
Iron |
0.11 |
11 |
Fluoride |
0.90 |
12 |
Total Dissolved Solids |
470 |
TABLE I. CHARACTERISTICS OF GREYWATER
180
160
140
120
100
80
20 2.00%
0 0.00%
1 2 3
20 2.00%
0 0.00%
1 2 3
40
300
250
200
150
100
50
0
1 2 3
Fig. 4. Total Hardness Graph
16.00%
14.00%
12.00%
10.00%
8.00%
6.00%
4.00%
40.00%
35.00%
30.00%
25.00%
20.00%
15.00%
10.00%
5.00%
0.00%
Inlet Outlet
Inlet Outlet
TABLE II. CHARACTERISTICS OF SAMPLE GREYWATER
The results obtained from the tests for various parameters, are within permissible limit suggested by the MPCB. Thus by reusing the wastewater upto 64% of potable water can be saved daily resulting in the reduction of requirement of fresh water along with the reduction in sewage generation, minimizing its impact on the environment
Sr. No. |
Characteristics of Grey Water (Final readings) |
|
Parameters |
Inlet Readings Subhead |
|
1 |
Physical Observation |
Turbid |
2 |
Odour |
Soapy |
3 |
Turbidity (NTU) |
79.90 |
4 |
PH-Value |
8.60 |
Sr. No. |
Characteristics of Grey Water (Final readings) |
|
Parameters |
Inlet Readings Subhead |
|
1 |
Physical Observation |
Turbid |
2 |
Odour |
Soapy |
3 |
Turbidity (NTU) |
79.90 |
4 |
PH-Value |
8.60 |
ACKNOWLEDGMENT
The authors would like to thanks the members of Batch-5 of Final Year Civil Engg. Mr. Varad A. Joshi, Mr. Shyam A. Shire, Mr. Vivek K. Ade for supporting this research.
REFERENCES
-
Ayoup M. Ghrair (Dr.), Greywater filtration systems , Amman Clean Technology applications in Energy, water & environment workshop, 20-11-2011.
-
Evan Wanjiru, Xiaohua Xia, Sustainable energy-water management for residential houses with optimal integrated grey and rain water recycling, University of Pretoria 0002, South Africa, vol https://doi.org/10.1016/j.jclepro.2017.09.212
-
Jose de Anda, Alberto Lopez-Lopez, Edgardo Villegas-Gracia & Karla Valdivia-Avina, High-strength domestic wastewater treatment and resuse with onsite passive methods, Water 2018, 10, 99; doi:10.3390 / w10020099.
-
Motoyuki Mizuochi, Small-scale domestic wastwater treatment technology in japan, and the possibility of technological transfer, Asian Environment Research Group, NIES, Japan.
-
Simon Fane, Chris Reardon & Geoff Milne, Water wastewater reuse, Standards Australia. 2008. HB 326-2008: Urban greywater installation handbook for single housholds .
-
B. F. Bakare; S. Mtsweni; S. Rathilal Characteristics of greywater from different sources within households in a community in Durban, South Africa, Journal of Water Reuse and Desalination (2017) 7 (4): 520528.
-
Abu Ghunmi, L., Zeeman, G., van Lier, J. & Fayyad, M. Quantitative and qualitative characteristics of grey water for reuse requirements and treatment alternatives: the case of Jordan. Water Sci. Technol. 58, 13851396.
-
Antonopoulou, G., Kirkou, A. & Stasinakis, A. S. Quantitative and qualitative greywater characterization in Greek households and investigation of their treatment using physicochemical methods. Sci.
Total Environ. 454455, 426432
-
APHA (American Public Health Association) Standard Methods for the Examination of Water and Wastewater, 20th edn. American Water Works Association and Water Environmental Federation, Washington, DC
-
Birks, R. & Hills, S. Characterization of indicator organisms and pathogens in domestic greywater for recycling. Environ. Monit.
Assess. 129, 6169
-
WHO Guidelines For The Safe Use of Wastewater, Excreta and Greywater, Volume 4, Excreta and Greywater use in Agriculture. Available from: http://www.who.int/ water_sanitation_health/publications/gsuweg4/en/ (accessed 24 October 2016)