This paper presents the experiment results of the cycle work and overall performance of a new design of delivery valve in hydraulic ram. A hydraulic ram comprises of two non -return valves. They are well known as waste and delivery valves. Both mechanism propagate water hammer in cycle work of the hydraulic ram . In early designs, the water flow phenomenon occurring in the hydraulic ram operating process must be fully recognized for further analysis . Therefore, a transparent acrylic material of a hydraulic ram model was utilized to simulate the flow pattern within the hydraulic ram. In this study, the water flow phenomenon was visualized experimentally using dyes injection method. Then, videos and pictures recorded using slow motion video camera for investigating the hydraulic ram working cycle . The transparent hydraulic ram model was the fir st time introduced. The results show that the delivery valve with tilt-angled of 60 was the best design to produce the optimal performance of the pump system. The most stagnation point of the flow directed through the delivery valve orifice. The total eff iciency of the hydraulic ram theoretically improved up to 24% by using the new model instead of the old one. Keywords: Delivery valve, hydraulic ram, tilted -angle, visualization, working cycle . Cite this Article: M. Suarda, I.G.B.W. Kusuma, M. Sucipta and A. Ghurri , Investigation of Tilt -Angled Delivery Valve in Hydraulic Ram – Experiment Results . International Journal of Mechanical Engineering and Technology 11(2), 2020, pp. 117-129. http://www.iaeme.com/IJMET/issues.asp?JType=IJMET&VType=11&ITy pe=2 M. Suarda, I.G.B.W. Kusuma, M. Sucipta and A. Ghurri http://www.iaeme.com/ IJMET/index. asp 118 editor@iaeme.com 1. INTRODUCTION Hydraulic ram s are renewable device s to pump a fraction water up to a higher site. It is powered by hydropower [ 1]. Principally, it is based on the pressure surge force as a result of the sudden valve closure [ 2]. Moreover, the hydraulic ram system is very basic (Fig. 1), comprising of water supply and transmission pipe, hydraulic ram body, waste (or impulse) and delivery valves, and air chamber [3, 4] . Furthermore, It operates automatically and continuously [ 5]. Therefore, it is practically a daptable for producing and repairing at municipal level in developing countries [6]. The hydraulic ram performance be subject to on numerous parameters involving the head of the water supply and delivery, the pump components [7]. Its mechanism operates two non-return valves. They are well -known as waste and delivery valves . The both valves operation produce cycling work in the pump operation . Thus, they are a crucial element of the system, requiring more emphasis and optimization to enhance the hydraulic ra m performance [ 8, 9]. At the beginning , the waste valve (e) remains open ed, and the delivery valve (f) stays shut. The water in the drive pipe (c) begins to stream under the power of gravity and accelerated until its momentum proficient to induce the waste valve closure . The sudden closure of the waste valve triggers a water hammer that brings the pressure surge in the pump body (d), then, opens the delivery valve, and pushe s a fraction water to move into the air vessel (g) then flowing through the transmis sion pipe (i) up to the reservoir (j) . Meanwhile this water is being constrained tough through the transmission pipe, the pressure wave propagates back flow up the drive pipe toward the supply tank (a). It is causing a negative pressure taking place under the waste valve disk. During this period, when the pressure in the drive pipe diminishes, the delivery valve close s, and the flow terminated. Then, the waste valve pulls down by the gravity force of its weight to opened position again, permits the cycle to start again . A single cycle work supposed into four main phases : acceleration, compression, pumping, and recoil [10, 11, 12] . Figure 1 . Schema of a hydraulic ram system Different strategies can be utilized within the primary considerations of arranging and application [ 13]. Performance of the hydraulic ram was mainly influenced by the waste and the delivery valve [ 14]. An algebraic analysis can be used to study the forces that strike on both valves for evaluating of the valve weight design [ 15]. In addition, simple formula and procedure were recommended for approximating the optimum weight of the waste valve [16 ]. Investigation of Tilt -Angled Delivery Valve in Hydraulic Ram – Experiment Results http://www.iaeme.com/ IJMET/index. asp 119 editor@iaeme.com How ever, the valves have other parameters should be considered including diameter, mass and stroke. Altogether affect each other, then, impact the overall performance of the system. For instance, another work was conducted show that s hortening the waste valve stroke increased the beats per minute of the cycle work and decreased the water supply flow rate in the drive pipe [17]. Further experiment work and numerical simulation have been de veloped on hydraulic ram model in determining t he optimal effi ciency . The results represented that the largest delivery flow is achieved at delivery head not exceed 50 m [1 8]. Recently, simulation methods using Computational Fluid Dynamics (CFD) preferred to experimental works subject to time and expenditure. The wa ter flow phenomenon around a waste valve was simulated using Solid Work software [19]. Though, this simulation simply represented distribution of pressure and velocity but it was fault to identify the parameters that effected performance of the pump system . In addition, a new design of the waste valve was analyzed using simulation procedure which confirmed that a smaller quantity of water source flow rate passing through the new valve rather than the old one and offered improvement for its performance [20]. A Computer modelling and analysis can be conducted by considering several parameters design in dete rmining the optimum solution [21 ]. Furthermore , the performance of hydraulic ram was analyzed using mathematical equations of the delivery head subject to t he water flow rate delivered into reservoir [22]. The presented work developed regression equation for defining a mathematical relationship in order to determine the influence of the delivery head of the system. Further simulation work on a new design of the delivery and waste valve have been conducted by adding a controlled mechanism at the valves. This procedure claim that the new model enhanced efficiency of the hydraulic ram up to 20%. In addition, modification design of the waste and delivery valve s were conducted and analyzed by projected velocity vector and pressure contour [23, 24]. Indeed, the flow characteristic in the hydraulic ram has been performed and analyzed through simulation of hydraulic ram models using commercial CFD software. Some approa ches and assumptions in determining the boundary conditions are taken. This of course affects the accuracy of the simulation results. The flow pattern can be established experimentally using visualization methods including particle tracking or dye injectio n [25]. For instance, a closed -loop OHP is experimental inspection method to visualize an internal fluid flow pattern in pipe. The latest method, the working ﬂuid uses a Pyrex glass with kerosene. Then, a high -speed video camera recorded the flow phenomen a in the system [ 26]. After the inv ention of the hydraulic ram over 200 years ago, the water flow phenomenon in the pump remains does not well understanding. Therefore, these methods potentially applied in determining the water flow path and the working cy cle of the hydraulic ram. To the current decade, no one work has presented a real condition of flow pattern that actually occur in the hydraulic ram system. Hence, in this study, the flow pattern in hydraulic ram system was visualized experimentally using dyes injection procedure . Moreover , the components of the hydraulic ram system are constructed using a transparent acrylic material. This visualization work was introduced for the first time f or investigating the flow patterns in the hydraulic ram system. Furthermore, a limited investigation and design development on the delivery valve were available in the literatures. Basically, the delivery valve models were flat shaped. The drawback of that models were a high shock losses takes place under the valve. Therefore, the aim of the present study was proposed a new model – tilt-angled – delivery valve in order to more focusing water flow into the orifice of the valve for enhancing the overall performance of the hydraulic ram. M. Suarda, I.G.B.W. Kusuma, M. Sucipta and A. Ghurri http://www.iaeme.com/ IJMET/index. asp 120 editor@iaeme.com 2. RESEARCH METHODS 2.1. Experime ntal Setup In the present study, a hydraulic ram pumping system was made with acrylic (transparent) material so that the fluid flow which occurs within all components of the hydraulic ram could be seen . The e xperimental tests were conducted on a hydra ulic ram installation scheme as presented in Fig. 2. While, the Fig. 3 show the hydraulic ram pump test model. It consists of a water supply tank (a), an overflow system (b) for remaining the water level in the tank at constant, supply regulating valve ( c), flow meter (d), drive pipe ( e), hydraulic ram body ( f), waste valve ( g), delivery valve ( h), air vessel ( i), transmission regulating valve (j ), transmission pipe (k ), reservoir (l), equipped with video camera (m) which has a frame rate of 960 fps and lighting (h) . In addition, the water were mixed with paint particles (glitter) for identifying the flow path and its direction, displacement of the waste and delivery valves’ disk. Figure 2 . Installation a rrangement of the hydraulic ram. Specificati ons of the hydraulic ram model were : the drive pipe diameter (D s) of 25 mm; delivery pipe diameter (D d) of 1 0 mm; the diameter of hydraulic ram body and its air vessel of 55 mm with volume of 0.0083 m3. The waste has orifice diameter of 32 mm with disk diameter of 42 mm, the moving parts mass of 100 gram and its stroke of 5 mm. In the other hand, the delivery valve models were varied as in Fig. 4 and Table 1. The old model (flat) and the new models (tilt -angled of 45 , 60 and 75) have the same dimension o f their moving parts and orifice. The moving parts of the valve have disk diameter of 42 mm with the mass of 50 gram and its stroke of 5 mm. Its orifice has 8 holes with diameter of 8 mm. Investigation of Tilt -Angled Delivery Valve in Hydraulic Ram – Experiment Results http://www.iaeme.com/ IJMET/index. asp 121 editor@iaeme.com Figure 3 . Experimental arrangement of the hydraulic ram (a) (b) (c) Figure 4 . Delivery valve models: (a) top view, (b) flat model, (c) tilt -angled model Table 1 . The delivery valve models Model Tilt angle,  () Orifice peripheral diameter, Do (mm) Valve disc diameter, D d (mm) Bottom chamber diameter, D 1 (mm) Bottom chamber diameter, D 2 (mm) DV-0 0 (flat) 28 42 32 55 DV-45 45 28 42 32 55 DV-60 60 28 42 32 55 DV-75 75 28 42 32 55 2.1. Experimental Procedure The flow visualization in the hydraulic ram model were using a media in the form of paint particles which was sprayed by an injection syrin ge, so that the flow pattern could be seen clearly and recorded employing a high -speed digital video camera. The camera was Sony RX100 -IV which has 960 fps (frame s per second). Then, the slow motion video converted into images/frames using Video -Jpg Converter. The video was recorded in 2.07 seconds then it was extracted into 2070 images. The v alve movements and flow direction were traced from the frames . Next , from the pictures , the distance of the valve s movement and their time periods were measured using Image -J software. T he length of the trip of a single particle was M. Suarda, I.G.B.W. Kusuma, M. Sucipta and A. Ghurri http://www.iaeme.com/ IJMET/index. asp 122 editor@iaeme.com measured, then divided by the shutter speed of the camera. In this study the shutter speed was fixed on 0.001 seconds. Moreover, a V -notch weir was utilized for measuring the average water flow rate out from the waste valve. The discharge equation is √ ( )( ) ⁄ (1) Where Q is the fluid flow rate (m3/s), C d is the flow coefficient,  is the V -notch weir angle, h v is the fluid flow level through V -notch weir (m), and g is the gravity acceleration (m/s2). The V -notch weir was calibrated using a laboratory measurement cup having a volume of 5 litters (the error of the volume measurement was 1%) and a timer, yield C d of 7.2266. Then, the total efficiency of the hydraulic ram system ( R) was using the Rankine method: %100) (s w dd d RHQ QHQ  (2) Where Q w is the waste water outflow (m3/s), Q d is the delivery water flow rate (m3/s), H s is the supply head (m), and H d is the delivery head (m). 3. RESULTS AND DISCUSSI ONS Based on the images of video extraction and particles trace, the water flow in the hydraulic ram had been visualize at each step in a single cycle work. Meanwhile, both of the waste and delivery valves displace ment were determined along of the working cycles. In addition, measurements of quantity of water flow out from the waste and delivery valves were obtained. Then, further investigation was accomplished to determine the effect of changes in the tilt angle of the delivery valve. The flat plate (tilt angle of 0 ) of delivery valve seat model was used as a reference in the comparison. 3.1. The Flow Pattern in the Working Cycle of the Hydraulic Ram The displacement and direction of a particle was carried out at f our steps of the hydraulic ram work ing cycle , namely from the acceleration, compress ion, delivery and recoil cycles. Four images that have been selected in each variation of the delivery valve . The first stage is the acceleration step , where the waste valv e remains to open and the delivery valve keeps on closure. The water source streamed in the drive pipe entering the pump body flowing out through the waste valve, as in Fig. 5(a). The red path -line show that the driving water flowed through the bottom side of the pump inlet, then turned toward the waste valve orifice. Therefore, the drive pipe suggested to make a slope with ratio of H s/Ld  4 to 8. A fraction of them circulated at top side of the bend pump body, then turned to the bottom of the bend (yello w path -line) because of the flow was blocked as a results of the delivery valve in closure. Eddy currents (green path -line) take places at the top inlet side and the bottom of outside of the pump body. (a) acceleration (b) compression Investigation of Tilt -Angled Delivery Valve in Hydraulic Ram – Experiment Results http://www.iaeme.com/ IJMET/index. asp 123 editor@iaeme.com (c) delivery (d) recoil Figure 5 . The flow pattern in the cycle phase of hydraulic ram . When the waste valve closed suddenly because of momentum change have enough impulse force to against the weight force of the valve, the water has been ready in the pump body was compressed, as shown in Fig. 5(b). Because of the flow in blocked circumstance they generated eddy currents (green line) at each end side of the pump body (tee form). Meanwhile, the compressed water under the delivery valve (in closure position) t end to push back toward the drive pipe and was causing a back flow (yellow path -line). This process occurred in very short time, then, the high pressure in the pump chamber, higher than the pressure in the air vessel, made the delivery valve opened, and th e delivery (pumping) phase happened. A fraction of the water flowed up (yellow path -line) across the delivery valve into the air vessel then transmitted throughout the delivery pipeline, as shown in Fig. 5(c). Temporarily, some water was still under eddy c urrent (green path -line) in the pump chamber. Subsequently, the delivery valve was going to closure owing to the pressure under the pressure under the delivery valve lower that pressure in air vessel. This was causing blocked flow (yellow path -line) under the valve and intent to back toward the pump chamber, as shown in Fig. 5(d), and recoil phase take place in very short time. Finally, the pumping and the back flows created a low pressure under the waste valve disk, hence the valve fall to open by its weig ht gravity force, and the cycle work repeated. Moreover, the velocity of flow water in the hydraulic ram could be determined by tracking a specific particle of the added glitter. For example, the water flow velocity was passing through the delivery valve, in case of the delivery valve with tilted angle of 60 , at about 2.6 m/s. The tilt ed angle of the delivery valve chamber affect ed the flow velocity through the valve. Although the flow velocity passes through underneath of the delivery valve with the flat plate model was the highest but the flow velocity at immediate prior and subsequent to the delivery valve disk is the lowest. This is due to the large amount of flow strikes the delivery valve mounting plate. This indicates that the stagnation point is les s coincided towards the delivery valve outflow orifice. 3.2. The Valves Displacement i n the Working Cycle of the Hydraulic Ram The cycle period and frequency of the hydraulic ram was identified from the frames that were extracted from the videos. For single cycle, the initial cycle commenced when the waste valve disk immediately attained its full opened position, as presented in Fig. 6(a), and completed when the disk immediately start to open from its full close position, as shown in Fig. 6(b). Because of the frame rate of the video was 960 fps, therefore each frame spend 1/960 second. The investigation results of d isplacement of the waste and delivery valve steps of a single working cycle for the four model of the delivery valve that were inspected wer e presented in Table 2. M. Suarda, I.G.B.W. Kusuma, M. Sucipta and A. Ghurri http://www.iaeme.com/ IJMET/index. asp 124 editor@iaeme.com (a) (b) Figure 6 . View of the valves position: (a) the waste valve full opened and the delivery valve full closed, (b) the waste valve full closed and the delivery valve full opened Table 2 shows the data of the displace ment steps of the waste and delivery valves on the variation of the delivery valve. Model DV -0 is the delivery valve with the tilt angle of the delivery valve housing 0  or flat, Model DV-45 is at tilt angle of 45 , Model DV -60 is at tilt angle of 60 , and Model DV -75 is at tilt angle of 75 . The waste valve (WV) go through four - step sequence of movements that are fully open (WV_FO) at the acceleration stage of the water flow out through the waste valve which drives the pump. Then, during the change in flow momentum is able to move the waste valve from the open position to the closed (WP_O - C), the pressure in the pump body increase sharply due to the closure of the waste valve suddenly. This high pressure forces the delivery valve (DV) moving from full close d position (DV_FC) to open position (DV_C -O). As long as the delivery valve in the fully open position (DV_FO) occurs a flow of water from the pump body into the air vessel and then flows across the delivery pipe into the reservoir. At the same time, the w ater in the pump body flows return to the drive pipe. As a result, the pressure inside the pump body decreases initiating the waste valve drops back again (WV_C -O) due to gravity force. Next, the delivery valve moves to close again (DV_O -C), and then the h ydraulic ram working cycle is repeated. Table 2 . Displace ment of the waste and delivery valve steps at variation of the tilt ed angle of the delivery valve. Model DV-0 DV-45 DV-60 DV-75 1-cycle (frame) 813 857 881 870 Period , Tc (second) 0.847 0.893 0.918 0.906 Frequency (beats/min) 70.85 67.21 65.38 66.21 WV_FO (%T c) 60.394 63.244 65.267 63.908 WV_O -C (%T c) 9.717 8.401 7.378 6.897 WV_FC (%T c) 19.188 20.887 20.318 20.345 WV_C -O (%T c) 10.701 7.468 7.037 8.851 DV_FC (%T c) 79.705 80.280 81.385 80.690 DV_C -O (%T c) 1.968 1.050 0.908 0.920 DV_FO (%T c) 9.102 12.835 13.394 13.678 DV_O -C (%T c) 9.225 5.834 4.313 4.713 1 second = 960 frames Investigation of Tilt -Angled Delivery Valve in Hydraulic Ram – Experiment Results http://www.iaeme.com/ IJMET/index. asp 125 editor@iaeme.com Figure 7 . Valve stroke in the hydraulic ram working cycle. According to Table 2, it was illustrated the stroke steps of the hydraulic ram working cycle, as in Figure 7. In this analysis, the flat plate model of the delivery valve housing (tilt ed angle 0) is used as a basis for comparison. The conventional delivery valve with tilt ed angle 0 has the shortest working cycle period at around 0.847 seconds with a frequency approximately 71 bea ts/minute. In one working cycle , the delivery valve experienced a full closed position for 79.7% of the cycle period (Tc) and an open position of around 20. 3% of the cycle period. The delivery valve with its valve seat housing has a tilt ed angle of 45  and 75 have a higher work cycle period compared to the flat plate (0 ) model, that are about 0.893 seconds with a frequency of about 67 bea ts/minute and about 0.906 seconds with a frequency of about 66 beats/minute , respectively. The delivery valves with tilt ed angles of 45  and 75 were experienced a period of th e fully closed valve position were nearly similar at 80.3% and 80.7% of the cycle period, and the o pen position were around 19.7% and 19.3% of the cycle period. Furthermore, the delivery valve housing with tilt ed angle of 60  was resulting in the highest working cycle period of about 0.918 seconds with a frequency of about 65 beat s/minute. Moreover, thi s valve model faced the highest full closed valve position which is around 81.4% and the open position was about 18.6% of the cycle period. Hence, from the valve displacement perspective , the delivery valve with the tilt ed angle of 60 was the best alternative design. Furthermore, the characteristic of the cycle work results were compared to other works. The single cycle periods were in good agreement with Rennie & Bunt experimental results [27] and Filipan et al. simulation results [ 28] wh ich were in the range of 0.75 up to 1.1 seconds. In addition, the frequency of the cycles were in great conformity with the measurement results by Rennie & Bunt [ 27] and Alkouhi et al. [ 29]. According to Rennie & Bunt, the frequencies were between 55 and 8 0 beats/min, and Alkouhi et al. presented in a wide range of 40 up to 155 beats/min. Next, the head position of the waste and delivery valves for the one complete working cycle were concurrent to the measurement results which were reported by Sobieski et a l. [12]. The acceleration stage was about 65% of T c, followed by compression, delivery and recoil were around 8%, 20%, and 7% of T c, respectively. Although their cycle period was very short, 290 ms, as a results of the waste and delivery valves were using flap poppet check -valves which are available in the market. M. Suarda, I.G.B.W. Kusuma, M. Sucipta and A. Ghurri http://www.iaeme.com/ IJMET/index. asp 126 editor@iaeme.com 3.3. The Hydraulic Ram Performance The hydraulic ram performance consist s of the quantity of the driving water flow rate (Q s), pumping water discharge (Q d) and the total efficiency (Eta ). The perf ormance of the hydraulic ram model on the variations of the tilt ed angle of delivery valve housing , as presented in Fig. 8 and 9 . The delivery valve house with the tilt ed angle of 60  produced the large st pumping discharge and a low est water supply flow ne eded to drive the pump, consequently it provide d the highest total efficiency. As a result, the delivery valve with the tilt angle d housing of 60 was the best design to produce the optimum performance. Though , in this experiment, the restriction of the pr essures work of the waste valve was limited due to the physical strength limitation of the acrylic material that was used to construct the hydraulic ram model. Figure 8 . Discharge of wate r flow in the hydraulic ram . Figure 9 . Tot al efficiency of the hydraulic ram. Investigation of Tilt -Angled Delivery Valve in Hydraulic Ram – Experiment Results http://www.iaeme.com/ IJMET/index. asp 127 editor@iaeme.com Further comparison of the overall performance were accomplished to other works. The portion of the waste water and delivery flow rates were in comparative to the other published works involved Rennie & Bunt experimental results [ 27], Filipan et al. simulation results [ 28] and Alkouhi et al. measurement results [ 29]. However, the both flow rates are varied depend on the hydraulic ram dimension. The total efficiency of the presented work was quiet low because of the experim ental apparatus was setup at short delivery head for the material constraint, even lower than Rennie & Bunt results which were using an industrial product of hydraulic ram, Blake’s Hydram. Nevertheless, this efficiency was agreeing with Filipan and Alkouhi results. Considering of fluid flow indicators involved the flow pattern and the overall performance results show that the delivery valve housing with tilt ed angle of 60  provide the optimal hydraulic ram performance. The stagnation point of the flow throu gh the delivery valve orifice was the greatest focused in the design with an angle of 60 . Therefore, it is recommended that in its implementation to use the new design of the delivery valve with the tilted angle of 60  instead of the conventional designs in the form of flat plates. 4. CONCLUSION The water flow pattern can be registered using dye injection and high speed digital video camera in a transparent material of the hydraulic ram system. The nature of the results attained is adequate to interpret th e phenomenon which takes place in the hydraulic ram operation. The research assisted in providing diagrams of the head position of the waste and delivery valves for each stage of a single hydraulic ram working cycle. The diagrams are in a good agreement wi th the work reported by Sobieski et al. [ 12]. In addition, the overall performance of the presented work is within the range of the results that provided by Rennie & Bunt [27], Filipan et al. [28], and Alkouhi et al. [29]. Furthermore, the experiment results show that the delivery valve chamber with tilt ed angle of 60  is the be st design to produce the optimum hydraulic ram pump performance. The new model provided total efficiency of 6% higher than the conventional one from 25% to 31%, therefore the system's efficiency is theoretically improved by 24 %. Indeed, this real visualization results are fascinating and not yet available in the literatures. The flow characteristics are useful as consideration for further work for instance in simul ation and numeric study.