Integrated Design Project is a new course offered for engineering student in IIUM. It is compulsory for all. As a first batch, we must be struggled with no previous references. Just shared

1. PROJECT: DESIGN A PORTABLE DRINKING
WATER SYSTEM FOR A GROUP IN THE
VILLAGE /JUNGLE.
PART ->
MOHD SUHAIMI AL HAKIMI B ARIFIN
1012799
INTRODUCTION
PROBLEM STATEMENT
OBJECTIVE
SCOPE
EXPECTED RESULTS
Integration Design Project Requirement and Consideration
Step 1 – Special Services include feasibility and pre-design investigations to determine the best
alternative approach to meet the project objectives.
Step 2 – Preliminary Design and Reports, should include preliminary design information and
reports in the form of drawings and documents outlining the nature of the project, a summary of
the basis of the engineering design, a preliminary cost estimate and a description of the extent of
services and recommendations.
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

2. Step 3 – Detailed Design, Final Drawings and Specifications, includes preparation of a design
brief; final plans (detailed engineering drawings); specifications (construction requirements,
materials and equipment); a final cost estimate; and documents required for approval or permit
applications
Design consideration
1. Routine of certain place to implement our water system
COMMERCIAL AND INSTITUTIONAL USE
Shopping Centres (based on total floor area)
Hospitals
Schools
Travel Trailer Parks (min.with separate hook-ups)
WATER USE (ROUTINE DAILY AVERAGE)
2500-5000 L/(m2·day) [60-120 USgal/(ft2·day)]
900-1800 L/(bed·day) [240-480 USgal/(bed·day)]
70-140 L/(student·day) [20-40 USgal/(student·day)]
340 L/(space·day) [90 USgal/(space·day)] 800
L/(space·day) [210 USgal/(space·day)]
Campgrounds
225-570 L/(campsite·day) [60-150
USgal/(campsite·day)]
1000 L/(space·day) [260 USgal/(space·day)]
150-200 L/(bed-space·day) [40-50 USgal/(bedspace·day)]
Mobile Home Parks
Motels
Hotels
225 L/(bed-space·day) [60 USgal/(bed-space·day)]
2. Fire protection
The decision as to whether or not fire protection will be provided via the communal water supply
system is a municipal responsibility. In deciding upon the need for such protection, the
municipality should consider such factors as the:
Availability of adequate supply of water;
Additional capital and operating costs associated with such a system;
Availability of an adequate fire department, fire service communication and fire safety
control facility; and
Alternatives to a piped communal fire facility such as residential sprinkler systems.
3. Site selection criteria
Preparation for separation from residential area or non-compatible land use.
Optimized the raw water source and certain area to be serviced.
Ability of site to experience flooding.
Suitability of subsurface and soil condition.
Future expansion of the site land.
Waste disposal consideration.
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

3. Product modeling (Internal part)
[Muhammad khairi]
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

4. Material Analysis for Casing.
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

5. 1. Casing desired.
Figure 1 : Designed water system carrier / casing
2. Properties (Using ANSYS 14.5, Finite Element Analysis software)
Analysis type
Mesh type
Thermal effect
Thermal option
Zero strain temperature
Include fluid pressure effects from SolidWorks
Flow Simulation
Solver type
Inplane Effect:
Soft Spring:
Inertial Relief:
Incompatible bonding options
Large displacement
Compute free body forces
Friction
Use Adaptive Method:
Static
Solid mesh
ON
Include temperature loads
298 Kelvin
Off
FFEPlus
Off
Off
Off
Automatic
Off
ON
Off
Off
3. Unit of the measurement of the product to be designed.
Unit system:
Length/Displacement
Temperature
Angular velocity
SI (MKS)
mm
Kelvin
Rad/sec
4. Properties of the product desired.
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

6. Name:
Model type:
Default failure criterion:
Tensile strength:
Compressive strength:
Elastic modulus:
Poisson's ratio:
Mass density:
PET
Linear Elastic Isotropic
Unknown
5.73e+007 N/m^2
9.29e+007 N/m^2
2.96e+009 N/m^2
0.37
1420 kg/m^3
5. Mesh information.
Mesh type
Mesher Used:
Automatic Transition:
Include Mesh Auto Loops:
Jacobian points
Element Size
Tolerance
Mesh Quality
Figure 2 : Mesh in high quality.
Solid Mesh
Standard mesh
Off
Off
4 Points
4.20455 mm
0.210227 mm
High
Figure 3 : Von MisesStress analysis.
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

7. Figure 4 :Displacement analysis
Figure 6 : Deformed shape
Figure 5 : Strain Analysis.
Figure 7 : Force and Pressure from top (RED) and constraint from all Degree of
Freedom at the bottom (GREEN)
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

8. Water Filtration System inside the Casing Bottle
General method to use our product.
1. Take out the condensor container from the outer most casing, unscrew the cap and open the
condensor.
2. Condensation process starts, water rains down the drain channels and bottle fills up.
3. When filled up, psh back the condensor –elements back into the bottle and close it.
4. When we wanna drink the water, just unscrew the cap and ENJOY it!
Our filtration water system technology could be used by top up the water by loose the bottle
itself, rather than loosening the cap. This method will ensure the phenomena of condensation.
The air will blow through the condenser element which is installing on the bottle. The trapped
water will drain through a channel into the container of water system. The water condenses on
the filtration of our coated element of filter component.
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

9. PUMPING FACILITIES
1.Importance of pumping facilities.
To raw and treated water pumping stations and booster pumping stations. Pumping facilities
should be designed to maintain the quality of pumped water, for example, by minimizing
retention time and ensuring adequate flows and velocities in the distribution system. Appropriate
design measures to help ensure the security of water pumping facilities should also be
incorporated.
The three types of pumping facilities addressed in this chapter are raw water pumping
(commonly called low lift pumping), treated water pumping (commonly called high lift
pumping) and booster pumping stations.
Pumping stations commonly use either horizontal centrifugal pumps, vertical turbine pumps or
submersible pumps. Typically, horizontal split case centrifugal pumps are equipped with side
suction and side discharge, while larger units may have bottom suction. Refer to the Hydraulic
Institute (HI) ANSI/HI Pump Standards for appropriate uses of different pump types.
INSTRUMENTATION AND CONTROL
1. Introduction
The objectives of instrumentation and control are to support the continuous production of high
quality drinking water in an efficient manner in terms of staff and resources used, and to satisfy
the regulatory requirements for monitoring and recording operational data in accord with a
control philosophy document prepared by the designer. For information regarding monitoring
and control systems for poisonous gases such as chlorine or ozone, the designer should refer to
the supplier or manufacturer recommendations for health and safety.
2. Basis of control
Control systems should be designed with a user-friendly human-machine interface (HMI) system
to facilitate plant operation and on-line monitoring. Equipment status, flow rates, water levels,
pressures and chemical feed rates should all be displayed via an HMI. All automated systems
should be designed with a manual override or another form of redundancy to allow safe
operation in the event of a hardware or communication failure.
Process and instrumentation diagrams (P&ID) should be developed for all drinking-water system
facilities and should include all major and minor processes along with all ancillary process
equipment.
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

10. 3. Control system
Manual Control Systems:
Are simpler to maintain and repair than automatic systems and are lower in initial cost, but
require the on-site presence of an operator when producing drinking water; and
The initial low costs may be outweighed by high labour and operating costs including, chemical
and energy costs incurred by poorer process control.
Automatic Control Systems:
Provide a more consistent product with lower labour costs;
Require skilled maintenance;
Should provide a level of reliability appropriate for the control function; and
Should be designed to have the capability to manage any set of conditions which may occur.
PREVIEW FOR APPLICATION OF THE DESIGN WATER SYSTEM
<- Imagination of the water system complete with filtration
technology.
The plastic straw will be connected to the top of the water carrier. Instead of opening the cap to
drink, user might also suck the water from the water carrier. This will ease them to drink.
REFERENCE
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

11. 1.
2.
www.bottlematerial5678910.com.uk/physic/internalInk/pprp
www.ANSYS.com.uk
TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.