INTERNATIONAL PROGRAM FOR
WATER MANAGEMENT AND
WATER TREATMENT
By: I Nyoman Rai
Presented in Worksho on Water Management, Water Treatment, Soil Science,
Environmental Science and Ecology. Moscow State University (MSU), Moscow,
Rusia, September 15, 2015.
CONTENT
1. BACK GROUND
2. VISION
3. MISSION
4. OBJECTIVES
5. ORGANIZATION STRUCTURE
6. JOB DESCRIPTION
7. WORK PROGRAM
1. BACK GROUND
2. VISION
3. MISSION
4. OBJECTIVES
5. ORGANIZATION STRUCTURE
6. JOB DESCRIPTION
BACK GROUND
1. Water and water resources become more limited in the future, while the
need for various purposes has increased.
Water pollution is also increased
so that the majority of the river water
unfit for drinking, including for agricultural irrigation. Thus, the existence of
the canter for water treatment is needed.
2.
This Center is system which planned consist of three parts
:
2.
This Center is system which planned consist of three parts
:
INTERNATIONAL CENTER, IDEAL POLYGON OF WATER TREATMENT
and EDUCATION PROGRAM
, with the aim to serve water availability for
fulfill all water consumption.
VISION
MISSION
1. To maintain good sustainability eco-water
2. To develop new technology of water treatment
and student training from another country
and student training from another country
OBJECTIVES OF CENTER WATER
TREATMENT
1. To find and create Ideal polygon
for water
treatment which cover International standard, part
of ecosystem and model for students.
2. To develop new education program
that based
new training technology.
ORGANIZATION STRUCTURE
Organization Structure cover two parts :
1.Research Program
RESEARCH PROGRAM
RESEARCH PROGRAM INCLUDE :
1. Research facilities
2. Research staff
Research facilities is under Eco-physiology Laboratory
,
Faculty of Agriculture, Udayana Univ.
Research Staff consist of
: Laboratory Staff and IT Staff
and others. Staffs of Research program cover scientific
staff who active works and have articles in international
Journals.
RESEARCH PROGRAM INCLUDE :
1. Research facilities
2. Research staff
Research facilities is under Eco-physiology Laboratory
,
Faculty of Agriculture, Udayana Univ.
Research Staff consist of
: Laboratory Staff and IT Staff
TRAINING PROGRAM
TRAINING PROGRAM CONSIST OF
:
WORK PROGRAM
1. Create in Bali
: an International Program of Water
Management and Water Treatment
2. Create an ideal polygon for water treatment and for
student training
(from design up to functional : all stages
process of water treatment)
process of water treatment)
3. Research in environmental situation in Bali
and develop
system of monitoring
4. Develop water treatment systems for all Bali
according
to climatic condition in different part of Bali
THE RESULTS OF NEGOTIATIONS ABOUT
THE PROJECT "LAGOON“ IN NUSA DUA, BALI
BY
WHY LAGOON IS NEEDED
Bali is small island
(5,633 km
2
; 0.29% to Indonesia
region, population 3.5 billion).
Economically
, Bali mainly depend on 3 sectors:
tourism, agriculture, and small industry. Culture in Bali
perfectly base on agriculture and the culture as the
perfectly base on agriculture and the culture as the
attractant tourism come to Bali.
Nusa Dua is built as the center of tourism
development
with the aim negative impact of tourism
doesn’t disturb of Balinese culture.
Facilities at BTDC
: 5 star hotel (4.000 rooms), Bali
International Convention Center/BICC, Bali Golf &
Country Club, Amphy Theatre, Central Park,
Lagoon
,
etc).
Lagoon was built in 1976
: total area 30 ha, capacity
10.000 m
3
/day, consist of 2 installation : sewerage
system and irrigation water system.
system and irrigation water system.
•
Waste Stabilization Pond System :
hotels
waste
water
under ground pipe
pond/Lagoon (17 ha)
grease trap
oxidation
aeration
sludge drying
bed
sand filtration
recycle water
for watering
landscape and golf and sludge for fertilizer.
•
Lagoon has to be a new ecosystem for birds
there
•
Lagoon has to be a new ecosystem for birds
there
are at least 77 species of birds from some continent come
to lagoon.
Parameter
Unit
Class IV for
Irrigation
Year
Remark
2012
2013
2014
2015
PHYSICAL
Temperature oC Deviation 5 26.67 30.28 30.21 30.20 Acceptable
TDS mg/L 2,000 876.08 654.41 1,009.50 830.00 Acceptable TSS mg/L 400 [50]d 16.86 24.33 39.58 13.80 Acceptable
INORGANIC CHEMISTRY
pH 5 – 9 7.04 7.78 7.26 6.80 Acceptable
BOD mg/L 12 [28]d 27.48 32.14 35.47 34.45 Acceptable only in 2012
COD mg/L 100 [50]d 73.89 100.70 95.08 77.74 Not acceptable
DO mg/L 0 [1]c 3.94 3.31 13.33 n.a Not acceptable
Total phosphorus as P mg/L 5 0.43 0.81 1.51 n.a Acceptable NO3as N mg/L 20 2.41 1.82 1.71 0.52 Acceptable NH3-N mg/L (-) [10]d 1.43 2.57 3.84 4.38 Acceptable
Arsenic (As) mg/L 1 <0.01 <0.01 <0.01 <0.01 Acceptable
Cobalt mg/L 0.2 n.a n.a n.a n.a Not available data
Barium mg/L (-) n.a n.a n.a n.a Not available data
Boron mg/L 1 n.a n.a n.a n.a Not available data
Selenium (Se) mg/L 0.05 n.a n.a n.a n.a Not available data Cadmium (Cd) mg/L 0.01 n.a n.a n.a <0.001 Acceptable
Chromium (Cr+6) mg/L 1 n.a n.a n.a <0.003 Acceptable
Copper mg/L 0.2 [0.02]c n.a n.a n.a <0.0153 Acceptable
PHYSICAL
Manganese (Mn) mg/L (-) <0.01 <0.01 <0.01 <0.01 Acceptable Mercury mg/L 0.005 <0.0005 0.00 0.00 <0.0005 Acceptable Zinc mg/L 2 n.a n.a n.a <0.025 Acceptable Chloride (Cl) mg/L (-) 298.98 490.53 297.20 n.a Acceptable Cyanide (CN) mg/L (-) <0.002 <0.002 <0.002 <0.002 Acceptable Fluoride mg/L (-) 1.07 0.97 1.48 1.36 Acceptable NO2as N mg/L (-) 0.49 0.94 0.96 1.99 Acceptable Sulfate mg/L (-) 45.11 76.98 4657.88 n.a Acceptable Chlorine – free mg/L (-) <0.01 <0.01 <0.01 <0.01 Acceptable Sulfure as H S mg/L (-) <0.01 <0.01 <0.01 <0.01 Acceptable
Parameter
Unit
IrrigationClass IV forYear
Remark
2012
2013
2014
2015
Sulfure as H2S mg/L (-) <0.01 <0.01 <0.01 <0.01 Acceptable
MICROBIOLOGY
Fecal coliform Number/ 100 ml 2,000 122.43 6.50 n.a n.a Acceptable Total coliform Number/ 100 ml 10,000[4,000]d 3,040.71 112.50 n.a n.a Acceptable
RADIOACTIVITY
Gross – A Bq/L 0.1 n.a n.a n.a n.a Not available data
Gross – B Bq/L 1 n.a n.a n.a n.a Not available data
ORGANIC CHEMISTRY
Oils and Fats ug/L (-) [10]d <0.1 <0.1 <0.1 <0.1 Acceptable
Detergents as MBAS ug/L (-) [5]d <0.05 <0.05 <0.05 <0.05 Acceptable
Phenol ug/L (-) <0.01 <0.01 <0.01 <0.01 Acceptable
Based on Water quality management and water pollution control (Government of Republic of Indonesia Regulation No 82/2001);
cEnvironmental standard and standard criteria for environmental damage (Government of Bali Province No 8/2007);dNational waste water
NEGOTIATION
•
Offering redesign of Lagoon by using
ReCip®
Fito System.
•
Lagoon no have fund for conducting total
redesigning,
but this year they have job:
To repair water irrigation processing system
Monitoring and evaluation the process of
activities repairing water irrigation
processing system .
Offering redesign of Lagoon by using
ReCip®
Fito System.
Lagoon no have fund for conducting total
redesigning,
but this year they have job:
To repair water irrigation processing system
Monitoring and evaluation the process of
Sequential aerobic/anaerobic system
Sequential aerobic/anaerobic system
Fixed film with high microbial diversity
Fixed film with high microbial diversity
Mixed contaminant treatment possible
Mixed contaminant treatment possible
Modular and aesthetic designs
Modular and aesthetic designs
Low capital and OM costs
Low capital and OM costs
Sequential aerobic/anaerobic system
Sequential aerobic/anaerobic system
Fixed film with high microbial diversity
Fixed film with high microbial diversity
Mixed contaminant treatment possible
Mixed contaminant treatment possible
Modular and aesthetic designs
Modular and aesthetic designs
ADVANTAGES
ADVANTAGES
•
High surface area accelerates processes
•
Alternating aerobic and anaerobic
environments
•
Layered substrate enhances hydraulic
conductivity
Aquatic/terrestrial plants augment treatment
•
High surface area accelerates processes
•
Alternating aerobic and anaerobic
environments
•
Layered substrate enhances hydraulic
conductivity
Aquatic/terrestrial plants augment treatment
High surface area accelerates processes
Alternating aerobic and anaerobic
environments
•
Layered substrate enhances hydraulic
conductivity
•
Aquatic/terrestrial plants augment treatment
High surface area accelerates processes
Alternating aerobic and anaerobic
environments
•
Layered substrate enhances hydraulic
conductivity
ReCip System
ReCip System
Berm
Berm
Influent
Flow
Influent
Flow
Effluent
Flow
Effluent
Flow
Gravel
Substrate
Gravel
Substrate
Pumps
Pumps
ReCip® Fito System
Pump to Effluent Cell
ReCip® Fito System
Pump to Effluent Cell
Influent
Atmospheric oxygen input
ReCip Fito System
ReCip Fito System
Influent
Atmospheric O
2
input
ReCip Fito System
Pump to Influent Cell
ReCip Fito System
Pump to Influent Cell
Influent
SHORT PLANNING
•
Hold short course or seminar regarding:
design and maintenance of waste water
treatment (speakers from MSU and Unud)
cooperate with Lagoon
.
manage limitation of water in Bali for many
kind of importance (agriculture, tourism,
industry, water domestic, etc) (speaker
from MSU and Unud)
Hold short course or seminar regarding:
design and maintenance of waste water
treatment (speakers from MSU and Unud)
cooperate with Lagoon
.
manage limitation of water in Bali for many