Doe Format Version 1-2 33674o

Major Design of Experiment (DoE) Experience Information CE 411 Hydraulics Engineering 1st Semester, SY 2018-2019

Group

DoE Title

Experimental Design Objectives Input Factors Length Diameter Absolute Roughness of Pipe Relative Roughness of Pipe Output Responses Average Velocity Frictional Head Loss Design Statistics Simple Comparison (one-factor-at-a-time) ANOVA Test Surface-Response Testing Standards (If Applicable) American Society of Testing and Materials (ASTM) American Water Works Association (AWWA)

Asuncion, Caroline A. Camino, Jeniifer L. Cruzado, Mico P. Lazo, Emmanuel M. Rinchon, John Pepard M.

Effects of the Physical Parameters of Polyvinyl Chloride Pipes to Hydraulic Flow Characteristics This DoE aims to: 1) Conduct 2) Develop 3) Discuss (Discussion) (Discussion) (Discussion) (Discussion) (Discussion) (Discussion) (Discussion) (Discussion) (Discussion) ASTM D1785-15e1 (Discussion) AWWA C905 (Discussion)

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Design of Experiment (DoE) entitled

Effects of the Physical Parameters of Polyvinyl Chloride Pipes to Hydraulic Flow Characteristics Asuncion, Caroline A. Camino, Jeniifer L. Cruzado, Mico P. Lazo, Emmanuel M. Rinchon, John Pepard M. Technological Institute of the Philippines Cubao, Quezon City

October 2018 2

TABLE OF CONTENTS EFFECTS OF THE PHYSICAL PARAMETERS OF POLYVINYL CHLORIDE PIPES TO HYDRAULIC FLOW CHARACTERISTICS........................................................................................................................................................i TABLE OF CONTENTS..................................................................................................................................................iii LIST OF FIGURES..........................................................................................................................................................iii LIST OF TABLES............................................................................................................................................................iii I. GENERAL BACKGROUND...................................................................................................................................1 II. DESIGN EXPERIMENTAL OBJECTIVES.............................................................................................................1 III. EXPERIMENTAL PROGRAM................................................................................................................................2 IV. PROCEDURE (TESTING STANDARDS IF APPLICABLE)...................................................................................3 V. DESIGN STATISTICS............................................................................................................................................4 VI. DISCUSSIONS......................................................................................................................................................5 VII. CONCLUSION AND GENERAL RECOMMENDATIONS......................................................................................5 VIII. REFERENCES......................................................................................................................................................6

LIST OF FIGURES

LIST OF TABLES

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DESIGN OF EXPERIMENT (DoE)

I. GENERAL BACKGROUND (This section includes but not limited the principles and concepts ing the background of DoE, Significance of the DoE and its General Purpose.) Use APA format for citation and bibliography. (Rinchon, Concha, & Calilung, 2017)

I. EXPERIMENTAL DESIGN OBJECTIVES This DoE aims to: 1) Conduct 2) Develop 3) Discuss

DESIGN OF EXPERIMENT (DoE)

II. EXPERIMENTAL PROGRAM a. FRAMEWORK

b. ASSUMPTIONS AND LIMITATIONS

DESIGN OF EXPERIMENT (DoE)

III. PROCEDURE (Testing Standards if applicable) 1) 2) 3)

DESIGN OF EXPERIMENT (DoE)

IV. DESIGN STATISTICS a. ANALYSIS Based on the data we gathered, fluid that flows from higher elevation tends to have higher value of flow rate than that of fluid flowing from lower elevation. We've tried this in 3 different fluid and we got the same result. b. INTERPRETATION The data shows that one of the factors that affects volumetric flow rate is the elevation of the initial container and as we increase the elevation the flow rate also increases therefore, we can say that elevation is directly proportional to flow rate.

DESIGN OF EXPERIMENT (DoE)

V. DISCUSSIONS

VI. CONCLUSION AND GENERAL RECOMMENDATIONS

DESIGN OF EXPERIMENT (DoE)

VII. REFERENCES REFERENCES Rinchon, J. P. M., Concha, N. C., & Calilung, M. G. V. (2017). Reinforced concrete ultimate bond strength model using hybrid neural network-genetic algorithm. Paper presented at the Humanoid, Nanotechnology, Information Technology, Communication and Control, Environment and Management (HNICEM), 2017 IEEE 9th International Conference on.