Report IDP material analysis

TAKE NOTE: 20% PRESENTATION, 40% PRODUCT TANGIBLE/INTANGIBLE, 40% FINAL REPORT.

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.


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 WATER USE (ROUTINE DAILY AVERAGE)

Shopping Centres (based on total floor area) 2500-5000 L/(m2·day) [60-120 USgal/(ft2·day)]

Hospitals 900-1800 L/(bed·day) [240-480 USgal/(bed·day)]

Schools 70-140 L/(student·day) [20-40 USgal/(student·day)]

Travel Trailer Parks (min.with separate hook-ups) 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)]

Mobile Home Parks 1000 L/(space·day) [260 USgal/(space·day)]

Motels 150-200 L/(bed-space·day) [40-50 USgal/(bed-

space·day)]

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.


Product modeling (Internal part)

[Muhammad khairi]


Material Analysis for Casing.


1. Casing desired.

2. Properties (Using ANSYS 14.5, Finite Element Analysis software)

Analysis type Static

Mesh type Solid mesh

Thermal effect ON

Thermal option Include temperature loads

Zero strain temperature 298 Kelvin

Include fluid pressure effects from SolidWorks

Flow Simulation

Off

Solver type FFEPlus

Inplane Effect: Off

Soft Spring: Off

Inertial Relief: Off

Incompatible bonding options Automatic

Large displacement Off

Compute free body forces ON

Friction Off

Use Adaptive Method: Off

3. Unit of the measurement of the product to be designed.

Unit system: SI (MKS)

Length/Displacement mm

Temperature Kelvin

Angular velocity Rad/sec

4. Properties of the product desired.

Figure 1 : Designed water system carrier / casing


Name: PET

Model type: Linear Elastic Isotropic

Default failure criterion: Unknown

Tensile strength: 5.73e+007 N/m^2

Compressive strength: 9.29e+007 N/m^2

Elastic modulus: 2.96e+009 N/m^2

Poisson's ratio: 0.37

Mass density: 1420 kg/m^3

5. Mesh information.

Mesh type Solid Mesh

Mesher Used: Standard mesh

Automatic Transition: Off

Include Mesh Auto Loops: Off

Jacobian points 4 Points

Element Size 4.20455 mm

Tolerance 0.210227 mm

Mesh Quality High

Figure 3 : Von MisesStress analysis. Figure 2 : Mesh in high quality.


Figure 5 : Strain Analysis. Figure 4 :Displacement analysis

Figure 6 : Deformed shape Figure 7 : Force and Pressure from top (RED) and constraint from all Degree of Freedom at the bottom (GREEN)


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.


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.


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


1. www.bottlematerial5678910.com.uk/physic/internalInk/pprp

2. www.ANSYS.com.uk

http://www.bottlematerial5678910.com.uk/physic/internalInk/pprp

http://www.ansys.com.uk/

Report IDP material analysis

Technology

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