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Dam Project (Organisational Problem (Inadequate Inspection or Maintenance,…
Dam Project
Organisational Problem
Lack of Communication
No Communication between Seniour Manager and Staffs
Arrange Regular Meetings
Helped the long term project quality
Inadequate Inspection or Maintenance
No regular inspection
Mandatory inspections on the construction side
Increase the project quality
Poor Maintenance
Only focus on eliminating fatal risks
Cost & Time Overrun
Loss of flexibility and innovation
Apply patchwork solutions
New Dam with the New Structure
Huge Changes can be too risky for the project
Overlooking and/or ignoring defects
Ignoring the Crack of the Dam
New Design Plan
Not Cost and Time Effective
Repeated Neglience
no regular risk prediction
Provide Regular Risk Register Report
Effective policy at that stage
Ignoring the integrity of the tailing dam
Give all responsibilities to the Side Engineer
Not Risk effective
Human Failure
Site Engineers Failure
Not checking the Machines
Increased the labour responsibilities on the side
Time Overrun
Not inspected the side
Provide supervisors for the site engineers
Not Cost Effective but should be followed
Senior Managers/ Company Directors Failure
Focusing the financial risks more
Company Prestige
Decrease the project quality
Not inspected the Side regularly
Focusing the other bigger projects under the company
Time Overrun & Poor Reputation
Labour Failure
Not following Safety Rules
Toolbox talk should be organized by the project engineer
time & cost effective
Not being on the side during the shift
Provide location notification system for the staff
Time & cost effective
Software Failure
A mistake in the operation
Simulation Software Failure
Higher skilled IT staff
Not Cost Effective but Should be followed
Laser and Radar monitoring Safety System Failure
Do not hesitate to purchase a new system
Cost Overrun
Pumping System Failure
Provide technicians on the side
Not Cost Effective but Should be followed
Solid Tailing System Failure
Manual Handling
Consider Human Failure
Hardware Failure
Weakens the structure of a dam wall
Construction and Design Flaws
Seepage, saturation and cracking
Raising the height of the dam
Will Trigger the waste level or pressure of the columbs
Rapid Design Changing
Studied the previous design of the project
Increase the quality of the project
Drainage Problems
Liquefaction Break
Too much water in the tailings
Provide New Pumping System
Cost Overrun but necessary step to follow
Increasing the ground rock and effluent
Studied the waste disposal process
Time overrun but necessary step to follow
Signs of Erosion
Reading the report of phase
Cost & Time Effective
KEBAN DAM PROJECT- A HYDROELECTRIC DAM- LOCATED IN TURKEY