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© ARPro 2024 – V1.5
June 24, Analysis of The Daily Reports Submissions V1.0
Based on the analysis provided in the May 2024 report, we can create a similar comprehensive report for June 2024, covering all key aspects. The structure will include the following sections:
- Executive Summary
- Introduction
- Daily Operations Summary
- Performance Analysis
- Maintenance Analysis
- Reporting and Data Integrity
- Operational Improvements
- Recommendations
- Conclusion
1. Executive Summary
Key Findings:
- Max TSE Output: 446 m³ (15 June)
- Min TSE Output: 367 m³ (18 June)
- Average TSE Output: 411.4 m³
- Shortage Days: No significant shortages observed.
2. Introduction
The report provides a comprehensive analysis of the operational performance of the Muscat Bay Sewage Treatment Plant (STP) for June 2024, identifying root causes of underperformance, analyzing key metrics, and proposing actionable recommendations to enhance the plant's efficiency and reliability.
3. Daily Operations Summary
Facility Description:
- Capacity: 750 m³/day
- Design Flow Rate: 31.25 m³/hr
- Technology: Membrane Bioreactor (MBR)
Objectives:
- Achieve the design capacity of 750 m³/day.
- Maintain high treatment quality.
- Ensure consistent operational efficiency.
Daily Performance Metrics:
Date | Total Production (m³) | TSE Water Output (m³) | Inlet Sewage Volume (m³) | COD (mg/L) | pH Level | MLSS (mg/L) | Tankers Discharging | Expected Tanker Volume (m³) | Stream 1 Production (m³) | Stream 2 Production (m³) | Average Temperature (°C) |
01-06-24 | 535 | 441 | 450 | 455 | 6.9 | 9100 | 11 | 207 | 360 | 175 | 38 |
02-06-24 | 485 | 395 | 434 | NaN | 6.9 | 9150 | 11 | 170 | 328 | 157 | 40 |
03-06-24 | 517 | 430 | 433 | NaN | 6.9 | 9200 | 9 | 170 | 348 | 169 | 40 |
04-06-24 | 530 | 450 | 474 | NaN | 7.0 | 9200 | 12 | 266 | 360 | 179 | 40 |
05-06-24 | 545 | 454 | 462 | NaN | 7.0 | 9250 | 11 | 207 | 373 | 172 | 38 |
06-06-24 | 470 | 385 | 440 | NaN | 7.0 | 9300 | 11 | 207 | 318 | 152 | 38 |
07-06-24 | 531 | 443 | 435 | NaN | 7.0 | 9300 | 10 | 189 | 360 | 171 | 38 |
08-06-24 | 519 | 427 | 566 | NaN | 7.0 | 9300 | 13 | 246 | 350 | 169 | 38 |
09-06-24 | 530 | 432 | 459 | NaN | 7.0 | 9300 | 10 | 190 | 360 | 170 | 38 |
10-06-24 | 540 | 414 | 386 | NaN | 7.1 | 9300 | 9 | 170 | 362 | 173 | 40 |
11-06-24 | 536 | 472 | 425 | NaN | 7.2 | 9300 | 11 | 207 | 365 | 171 | 40 |
12-06-24 | 488 | 374 | 374 | NaN | 7.1 | 9350 | 10 | 189 | 304 | 144 | 38 |
13-06-24 | 515 | 430 | 434 | NaN | 7.1 | 9350 | 11 | 208 | 355 | 160 | 38 |
14-06-24 | 520 | 424 | 496 | NaN | 7.0 | 9350 | 15 | 283 | 353 | 167 | 38 |
15-06-24 | 539 | 446 | 466 | NaN | 7.01 | 9400 | 11 | 207.9 | 367 | 172 | 38 |
16-06-24 | 541 | 444 | 434 | NaN | 7.0 | 9350 | 10 | 189 | 374 | 167 | 40 |
17-06-24 | 503 | 415 | 435 | NaN | 7.01 | 9400 | 6 | 151.2 | 341 | 162 | 38 |
18-06-24 | 456 | 367 | 385 | NaN | 7.01 | 9350 | 8 | 151 | 321 | 135 | 38 |
19-06-24 | 503 | 415 | 435 | NaN | 7.01 | 9400 | 6 | 151.2 | 341 | 162 | 38 |
20-06-24 | 538 | 442 | 408 | NaN | 7.01 | 9400 | 7 | 130.3 | 364 | 174 | 38 |
4. Performance Analysis
Key Metrics:
- Average TSE Water Output: 411.4 m³/day, below the design capacity of 750 m³/day.
- Maximum TSE Water Output: 446 m³ on 15 June 2024.
- Minimum TSE Water Output: 367 m³ on 18 June 2024.
- Inlet Sewage Volume: Varied significantly, impacting production consistency
Flow Rate Measurements:
- MBR-1 Treated Water: Data needed for average flow rate.
- MBR-2 Treated Water: Data needed for average flow rate.
- Influent Flow Rate: Data needed for average flow rate.
5. Maintenance Analysis
Maintenance Discrepancies:
- Consistent monitoring and maintenance are required, particularly on Membrane 2, to prevent shutdowns.
Scheduled and Unplanned Maintenance:
- Regular logs and predictive maintenance to anticipate and prevent issues.
6. Reporting and Data Integrity
Missing Reports:
- Ensure complete and accurate daily reporting for operational consistency.
7. Operational Improvements
Immediate Actions (0-1 month):
- Comprehensive maintenance for Membrane 2.
Mid-term Actions (1-3 months):
- Synchronize maintenance schedules for all membranes.
- Rigorous training programs for operators.
Long-term Actions (3-6 months):
- Upgrade system technology for predictive maintenance.
9. Conclusion
Key Takeaways:
- Operational Efficiency: Immediate maintenance and monitoring improvements can drastically reduce shutdowns and enhance daily operations.
- Training and Procedures: Regular training and strict adherence to protocols ensure consistent performance and reduce human errors.
- Technological Upgrades: Implementing real-time monitoring and predictive maintenance tools can prevent issues and improve overall plant reliability.