lOMoARcPSD|13308877 Lab Manual 2.3 - Level 1 Determination of Metacentric Height civi; engineering (Universiti Teknologi MARA) Scan to open on Studocu Studocu is not sponsored or endorsed by any college or university Downloaded by Sabahi Arfan (sabahiarfan1991@gmail.com) lOMoARcPSD|13308877 FACULTY OF CIVIL ENGINEERING UNIVERSITI TEKNOLOGI MARA COURSE COURSE CODE LEVEL OF OPENNESS CATEGORY DEGREE OF OPEN ENDED PERIOD OF ACTIVITY LAB NO TITLE DIPLOMA IN CIVIL ENGINEERING LABORATORY MANUAL WATER ENGINEERING LABORATORY ECW341 33% Traditional 1 1 WEEK 2.3 DETERMINATION OF METACENTRIC HEIGHT INTRODUCTION The traditional methods of conducting laboratory activities (assigned as Level 0) will not be able to provide the avenue for students to enhance independent learning activities and inculcate creativity and innovation. The traditional method is fully prescriptive where the three elements namely problem, ways & means and answers are provided/fully given to the students. OBJECTIVES The objective of the test is: To identify the position of the metacentre (M) of a floating body, by referring the distance from the centre of gravity (G). PREAMBLE LEARNING OUTCOMES At the end of the laboratory works, students should be able to: i) Conduct and construct the metacentric height laboratory experiments. (CO1 – PO4) ii) Analyze and interpret the data based on obtained data. (CO2 – PO6) ECW341 – WATER ENGINEERING LABORATORY Downloaded by Sabahi Arfan (sabahiarfan1991@gmail.com) Page 1 lOMoARcPSD|13308877 FACULTY OF CIVIL ENGINEERING UNIVERSITI TEKNOLOGI MARA DIPLOMA IN CIVIL ENGINEERING LABORATORY MANUAL THEORETICAL BACKGROUND In these laboratory activities students will be exposed to the equipment that used to measure the metacentric height of pontoon. For static equilibrium of the pontoon, the total weight, π, (which acts through the centre of gravity, πΊ) must be equal to the buoyancy force which acts through the centre of buoyancy π΅, which is located at the centroid of the immersed cross-section. When the pontoon heels through a small angle, the metacentre π is identified as the point of intersection between the lines of action of the buoyancy force (always vertical) and π΅πΊ extended. For stable equilibrium, π must be above πΊ. There are two methods to measure the metacentric height, GM. FOR ADJUSTABLE POSITION TRAVERSED WEIGHT EXPERIMENT When the traversing weight is moved to one side, the centre of gravity, πΊ, shifts to a new position, πΊ ′ , and the centre of buoyancy, π΅, also shifts to a new position, π΅′ as shown in Figure 1. Since the shift in the centre of gravity was caused by moving the weight, π through a distance π₯, then: Px = W(GG′ ) (5.1) Figure 1: Movement of adjustable weight from the centerline ECW341 – WATER ENGINEERING LABORATORY Downloaded by Sabahi Arfan (sabahiarfan1991@gmail.com) (5.2) Page 2 lOMoARcPSD|13308877 FACULTY OF CIVIL ENGINEERING UNIVERSITI TEKNOLOGI MARA DIPLOMA IN CIVIL ENGINEERING LABORATORY MANUAL πΊπΊ ′ = πΊπ π‘πππ πΊπ = ππ₯ πππ‘π π (5.3) Where π = weight of movable mass π₯ = distance between the movable mass and the mast of the pontoon BASED UPON GEOMETRY AND DEPTH OF IMMERSION The metacentric height, πΊπ, is defined as πΊπ = π΅π − π΅πΊ (5.4) The metacentric radius, π΅π, can be defined as π΅π = πΌ π (5.5) where πΌ= the second moment of area of the plane of floating about an axis through the centroid perpendicular to the plane of rotation, as the pontoon heels. π= the immersed volume The immersed volume, π can be determined by calculation. Since the buoyant force (upthrust) is equal to the total weight, π, of the pontoon and its load then, πππ = π The depth of immersion, ππ can then be found from π = πΏπππ ECW341 – WATER ENGINEERING LABORATORY Downloaded by Sabahi Arfan (sabahiarfan1991@gmail.com) (5.6) (5.7) Page 3 lOMoARcPSD|13308877 FACULTY OF CIVIL ENGINEERING UNIVERSITI TEKNOLOGI MARA DIPLOMA IN CIVIL ENGINEERING LABORATORY MANUAL The point π΅ is the centroid of immersed area. It is at distance ππ ⁄2 from the base. The centre of gravity πΊ is at a distance π¦ above the base (Figure 2). By substitution from above, the following result is obtained. πΊπ = π2 ππ (π¦ − ) 12ππ 2 (5.8) M G y di di/2 B b Figure 2: Section through a floating pontoon An important application of the buoyancy concept is the assessment of the stability of immersed and floating bodies when being placed in a fluid. Knowing metacentre, M location is vital and great importance in the design of ships and submarines. The body is said stable if M is above G and unstable if otherwise. PROBLEM STATEMENT Students are required to perform a relevant experiment to fulfil the objective stated above using both method namely adjustable position traversed weight experiment and based upon geometry and depth of immersion. For computation purpose, the students are asked to find the equations from the literature or existing manual for fluid and hydraulic laboratory APPARATUS WAYS AND MEANS ECW341 – WATER ENGINEERING LABORATORY Downloaded by Sabahi Arfan (sabahiarfan1991@gmail.com) Page 4 lOMoARcPSD|13308877 FACULTY OF CIVIL ENGINEERING UNIVERSITI TEKNOLOGI MARA DIPLOMA IN CIVIL ENGINEERING LABORATORY MANUAL Metacentric height apparatus, hydraulic bench, weigh balance, ruler, knife edge or fine string. The following dimensions from the equipment are used in the appropriate calculations. If required these values may be checked as part of the experimental procedure and replaced with your own measurement. Pontoon data width 200 mm, length 400 mm, height 100mm. Jockey weight 200 g, adjustable weight 500 g and total weight is 2520 g. PROCEDURE i) Weight a) the assembled pontoon, b) the traversed weight (horizontal) and measure pontoon dimensions. ii) Each group should have difference centre of gravity compare to others. In order to change the centre of gravity, slide the traverse weight on mast to the desired location. Below are the suggested locations of the traversed weight to determine the centre of gravity. Group 1 = 16 cm from base Group 2 = 17 cm from base Group 3 = 18 cm from base Group 4 = 19 cm from base iii) Locate the pontoon’s centre of gravity, y by balancing the mast of pontoon on a knife edge. iv) Place the pontoon in the water. v) Adjust the traverse weight (horizontal) to its middle position. The plumb bob should now read “0” tilt angle. If not, adjust the line accordingly. vi) Move the traverse weight slightly to right side (1 cm) and record the angle of tilt. (Note: observe the line marked by the plumb bob. Measure height of mast in order to calculate the angle of tilt) vii) Repeat step 5 until maximum tilt or until the pontoon is unstable. viii) Repeat step 5 and 6 by moving the traverse weight to the left side. RESULTS The group is required to submit the technical report of the laboratory results highlighting the apparatus used, the procedures undertaken for the test, data acquisition process, analysis carried out and the relevancy of the set-out output to address the given problem. In your discussion, explain experimental factors which could have contributed to variation of results compare to theoretical calculation. ECW341 – WATER ENGINEERING LABORATORY Downloaded by Sabahi Arfan (sabahiarfan1991@gmail.com) Page 5