a study on the performance of limestone roughing filter - ePrints@USM

More documents

Recommendations

Info

CHAPTER 5 : CONCLUSION 5.0 Introduction to Conclusion 110 5.1 Conclusion in Removal Efficiency 110 5.2 Recommendations 112 REFERENCES 113 APPENDICES Appendix A- Graphs of Sieve Analysis 119 Appendix B- Review on Statistical Method 122 B-0 Introduction to Statistical Analysis 122 B-1 Basic Statistical Parameters 122 B.1.1 Population Mean 122 B.1.2 Sample Mean 123 B.1.3 Population Variance 123 B.1.4 Sample Variance 123 B.1.5 Population Standard Deviation 124 B.1.6 Sample Standard Deviation 124 B.2 Box Plot 124 B.3 Analysis of Variance (ANOVA) 125 B.4 Regression Analysis 126 B.4.1 Correlation Coefficient 127 B.4.2 R-squared (R 2 ) 127 B.5 2 Normal, χ , t and f-Distributions 127 B.5.1 Normal Distribution 127 2 B.5.2 χ Distribution 128 B.5.3 t-Distribution 128 B.5.4 F-Distribution 129 B.6 Statistical Analysis Software 130 B.6.1 Normal Probability Plot 130 Appendix C- Experimental Results 132 Appendix D- Normal Probability Test Results 156 vii
Appendix E- Effluent Concentration with Filter Run Time 178 Appendix F-Table 9221 IV – (APHA, 1992) Standard Method 186 viii
Page 1 and 2: A STUDY ON THE PERFORMANCE OF LIMES
Page 3 and 4: ACKNOWLEDGEMENTS This research was
Page 5 and 6: TABLE OF CONTENTS ACKNOWLEDGEMENTS
Page 7: 3.5.6 Measurement of Dissolved Oxyg
Page 11 and 12: 4.13 One-way ANOVA Results for the
Page 13 and 14: 4.7 Boxplot of Suspended Solids for
Page 15 and 16: A.1 Sieve Analysis for Small Size M
Page 17 and 18: D.33 Probability Plot of Untreated
Page 19 and 20: E.4 Effluent Concentration with Fil
Page 21 and 22: LIST OF SYMBOLS AND ABBREVIATIONS T
Page 23 and 24: mV SSA C z λ E V f μ x 2 s σ s I
Page 25 and 26: Secara amnya, penuras kasar adalah
Page 27 and 28: efficiency than smaller filter medi
Page 29 and 30: The slow sand filters constructed i
Page 31 and 32: CHAPTER 2 LITERATURE REVIEW 2.0 Imp
Page 33 and 34: Water treatment plants have success
Page 35 and 36: that can deplete oxygen in receivin
Page 37 and 38: eductions of coliform organisms wit
Page 39 and 40: 2.7 Roughing Filter for Wastewater
Page 41 and 42: inlet and outlet water level (Wegel
Page 43 and 44: Figure 2.4: Sedimentations on Filte
Page 45 and 46: Figure 2.5: Interception on Filter
Page 47 and 48: smaller interstices between smaller
Page 49 and 50: discuss in detail, the reason might
Page 51: 2.10 Removal Capabilities of Roughi

a study on the performance of limestone roughing filter - ePrints@USM

Create successful ePaper yourself

Delete template?

Save as template?