Clock Hand Lateral, A New Layout for Semi-Permanent Sprinkler Irrigation System

The experiment was done based on a new layout for a semi-permanent set-move sprinkler irrigation system with a lower capital and annual cost requirement. In this work, a center-pivot system layout was applied to set up a semi-permanent system with a hand-move lateral. The clock hand lateral (CHL) sprinkler irrigation system was implemented using a shorter mainline length with a smaller diameter, lesser number of lateral pipes, minimum number of fittings and a single valve outlet. This combination offers an affordable irrigation system with minimizing the required components. The new irrigation system design was examined at the Agricultural Academy of Science experiment farm at Guangxi, China. The sprinkler system mainline pipe directly extended from the water resource to the center of the plot to feed a single lateral, connected through a pivot elbow. The lateral was rotating around the plot manually, the same way as clock hands do. An ordinary set-move split lateral for the same plot was designed for comparison and control. Based on results, a 37.5% capital cost reduction with an 11.2% annual cost decrement was obtained for CHL compared to the set-move semi-permanent. Water application depth was measured via distribution uniformity coefficient (DU) examination, using a catch can method. The low quarter DU for CHL was counted for 86%.


Introduction
Rapid growth of sprinkler irrigation systems implementation, due to finite freshwater resources and the need for agricultural product maximization, is a global imperative. Utilizing about 70% of our inadequate freshwater resources in agriculture, mostly with low efficiency irrigation methods [1] is in contrast with the necessity for sustainable development with optimized water utilization. As per FAO [2] statistics in the year of 2000, only 20% of the total earth planet croplands were irrigated; however, this will provide 40% of the total food produced [3]. In fact, out of 149 million km 2 total land area, approximately 17.23 million km 2 (or 11.6%) is cultivated, in which 15.75 million km 2 are arable lands. By the end of 2008, the estimated irrigated farms were more than 3.24 million km 2 , which is one fifth of the total arable lands [4]. On the other hand, out of 2.5% freshwater resources on earth (the remaining 97.5% is ocean and saline waters) only 0.77% of it is accessible and the remaining 1.76% are glacier ices, permanent snow or ground ice [5]. Nevertheless, by the year 2050, when the total To examine and introduce the CHL layout, the system has been implemented and tested during 2 months (from 1 March to 30 April 2018) for a small plot of 2 acres. A water distribution uniformity test, according to the lower quarter Christianson uniformity coefficient (DULQ) method, applying cans to harvest water from sprinklers or catch can method, was done [21]. An economic comparison between ordinary semi-permanent designation and CHL was developed in the capital and annual costs [22,23] and cost-saving items. Component requirements, sprinkler distance optimization for water distribution patterns modification, as well as implementation feasibility have been carried out.

Materials and Methods
The experiment was done in a 92 m × 92 m farm in the Nanning Irrigation Test Center, Agricultural Academy of Science (Nanning, Guangxi, China). For a small size farm irrigation system designation, an ordinary split lateral semi-permanent with 2 laterals and a CHL with 1 lateral were designed. The pipes used were PVC tubing to ease the installation, fixing and moving process. The water resource was from a water distribution system in the farm (supplied from the Wuming river) with a 5 L/S maximum discharge rate at the Southeast side of the plot. The plot was almost flat with no slope.

System Designation
The soil type was loam as per soil texture triangle, according to soil texture examination results. The soil infiltration rate (I) was 13 mm/h with the soil water holding a capacity of 170 mm/h. Evapotranspiration (ETp) for the site was equal to 5 mm/d and irrigation systems efficiency (Ea) 80% was assumed. Maximum allowable depletion (MAD) was equal to 0.55, the selected plant was sugarcane with 1.2 m root depth and 1.2 crop coefficient (KC). Crop evapotranspiration (ETc) equaled to 6 mm/day (Equation (1) To examine and introduce the CHL layout, the system has been implemented and tested during 2 months (from 1 March to 30 April 2018) for a small plot of 2 acres. A water distribution uniformity test, according to the lower quarter Christianson uniformity coefficient (DU LQ ) method, applying cans to harvest water from sprinklers or catch can method, was done [21]. An economic comparison between ordinary semi-permanent designation and CHL was developed in the capital and annual costs [22,23] and cost-saving items. Component requirements, sprinkler distance optimization for water distribution patterns modification, as well as implementation feasibility have been carried out.

Materials and Methods
The experiment was done in a 92 m × 92 m farm in the Nanning Irrigation Test Center, Agricultural Academy of Science (Nanning, Guangxi, China). For a small size farm irrigation system designation, an ordinary split lateral semi-permanent with 2 laterals and a CHL with 1 lateral were designed. The pipes used were PVC tubing to ease the installation, fixing and moving process. The water resource was from a water distribution system in the farm (supplied from the Wuming river) with a 5 L/S maximum discharge rate at the Southeast side of the plot. The plot was almost flat with no slope.

System Designation
The soil type was loam as per soil texture triangle, according to soil texture examination results. The soil infiltration rate (I) was 13 mm/h with the soil water holding a capacity of 170 mm/h. Evapotranspiration (ETp) for the site was equal to 5 mm/d and irrigation systems efficiency (E a ) 80% was assumed. Maximum allowable depletion (MAD) was equal to 0.55, the selected plant was sugarcane with 1.2 m root depth and 1.2 crop coefficient (K C ). Crop evapotranspiration (ETc) equaled to 6 mm/day (Equation (1)) [24]: Hence the net irrigation depth (d) will be (Equation (2) Different sprinkler/sprayer types were used for CHL in which those sprinklers closer to the center would cover a minor area with a shorter distance of throw, while water would be dispersed in a much bigger circle and higher rate at the outermost sprinklers [25] like in the center-pivot systems. The sprinklers discharge rate was chosen to be lower than the soil infiltration rate to avoid runoff and was calculated for each sprinkler separately since the sprinkler and lateral distance in CHL were different to the split lateral semi-permanent. Normally the maximum sprinkler discharge rate (q) is calculated as Equation (5) without the coefficient of 0.86, where we have a square shape pattern among any 4 sprinklers, however, for CHL, as the lateral movement is like a clock hand, it will form a trapezius pattern in the covering area among 4 sprinklers. Therefore, q was adjusted based on the experimental coefficient (α) for each sprinkler. To minimize the changes in this formula and also simplify the calculations, the coefficient α as the ratio of the trapezoid area between 4 sprinklers to the assumed rectangle area between 4 sprinklers, is added as per Formula 6. The maximum discharge rate for the CHL outmost sprinkler is calculated via the below equation (Equation (5)) [24]: where: q: Sprinkler maximum discharge rate in L/S, I: Soil infiltration rate in mm/h, S l : Sprinklers distance on lateral in m, S m : Laterals distance in m.
A conventional head to head design [26] for sprinklers, to maximize the coverage of intersecting irrigated circles, is applicable for CHL. However, due to the additive throw distance along the lateral, each sprinkler was covered 45% by its prior sprinkler (smaller overlap) and 55% by its next sprinkler in line (bigger overlap). With this, the trapezius area between each four sprinklers was fully covered. This concept has been illustrated in the above figure with the sprinklers radiuses ( Figure 2). In fact, the outmost sprinkler will assign the lateral distance and the rest of sprinklers' radiuses accordingly, to cover the area between the two lateral movements, as per the guidelines.
Considering the discharge rate, sprinkler price and available brands in the market, China Drip brand (RS5022-7 model) for the outmost sprinkler was used with a 12 m throw distance, 2 nozzles and a 0.33 L/S discharge rate, which was working under 3-bar pressure. A total of 8 sprinklers on lateral were used and an additional 2 were installed on the corner arm to irrigate the square corners (technical details are mentioned in Appendix A for the rest of the sprinklers). Lateral distance was chosen equal to 12 m to minimize the number of set moves to 22, which means approximately each 16 • on the circle there was one irrigation set move. The sprinkler distance between the outmost and the penultimate sprinkler was chosen 11 m for CHL. The rest of sprinklers were selected according to required radiuses (starting from 2.5 m with 0.02 L/S discharge rate using micro sprayers) to fit in the space between the two lateral movements. If the soil infiltration rate allows, a higher discharge rate set of sprinklers can minimize the number of set moves (covering a bigger area) or system working hours (higher discharge rate). Along the lateral, constant discharge sprinklers are used so that when the operation presser exceeds a level, it will not impact on their discharge rate. For one of the sprayers, due to the limited available options, a pressure regulator was used to lower down the pressure for that particular sprayer at 2-bar ( Figure 3).  Total lateral length was 42 m and an additional 16 m was added as a corner arm. The arm was split to two parts with 2 sprinklers equipped with shutoff valves and rotation elbows, in which both parts were able to rotate or be closed, therefore the arm could be crooked to the corners whenever necessary (Figure 4a). The arm length is normally around 1/3 of the lateral as a function of distance between the square corner and circle circumference as well as the sprinkler radius. Fixed directions for the lateral around the irrigated circle were marked to guarantee following the same pattern in each revolution. It is done via placing flags on a virtual circle around the plot to specify where the next lateral directions must be ( Figure 4b).
For the split lateral, the same sprinkler type as the CHL outmost sprinkler was used (China Drip brand, RS5022-7 model) with 11.5 × 11.5 m as Sl × Sm. A total of 8 sprinklers working concurrently on 2 laterals to move lengthwise. A total system discharge rate of 2.67 L/S for split lateral was designed, while it was accounted as equal to a maximum 1.33 L/S for CHL. The essential designation criteria of both systems are calculated and summarized in Table 1. For the CHL, the mentioned sprinkler type is the outmost sprinkler.
To calculate the friction loos and total dynamic head (TDH), Hazen William equation was used, taking into account the velocity margin to check the pipe's diameter and select the pump [27,28]. An additional 10% was accounted on the TDH to compensate the friction losses along the lateral. In this  Total lateral length was 42 m and an additional 16 m was added as a corner arm. The arm was split to two parts with 2 sprinklers equipped with shutoff valves and rotation elbows, in which both parts were able to rotate or be closed, therefore the arm could be crooked to the corners whenever necessary (Figure 4a). The arm length is normally around 1/3 of the lateral as a function of distance between the square corner and circle circumference as well as the sprinkler radius. Fixed directions for the lateral around the irrigated circle were marked to guarantee following the same pattern in each revolution. It is done via placing flags on a virtual circle around the plot to specify where the next lateral directions must be ( Figure 4b).
For the split lateral, the same sprinkler type as the CHL outmost sprinkler was used (China Drip brand, RS5022-7 model) with 11.5 × 11.5 m as Sl × Sm. A total of 8 sprinklers working concurrently on 2 laterals to move lengthwise. A total system discharge rate of 2.67 L/S for split lateral was designed, while it was accounted as equal to a maximum 1.33 L/S for CHL. The essential designation criteria of both systems are calculated and summarized in Table 1. For the CHL, the mentioned sprinkler type is the outmost sprinkler.
To calculate the friction loos and total dynamic head (TDH), Hazen William equation was used, taking into account the velocity margin to check the pipe's diameter and select the pump [27,28]. An additional 10% was accounted on the TDH to compensate the friction losses along the lateral. In this Total lateral length was 42 m and an additional 16 m was added as a corner arm. The arm was split to two parts with 2 sprinklers equipped with shutoff valves and rotation elbows, in which both parts were able to rotate or be closed, therefore the arm could be crooked to the corners whenever necessary (Figure 4a). The arm length is normally around 1/3 of the lateral as a function of distance between the square corner and circle circumference as well as the sprinkler radius. Fixed directions for the lateral around the irrigated circle were marked to guarantee following the same pattern in each revolution. It is done via placing flags on a virtual circle around the plot to specify where the next lateral directions must be ( Figure 4b).
For the split lateral, the same sprinkler type as the CHL outmost sprinkler was used (China Drip brand, RS5022-7 model) with 11.5 × 11.5 m as S l × S m . A total of 8 sprinklers working concurrently on 2 laterals to move lengthwise. A total system discharge rate of 2.67 L/S for split lateral was designed, while it was accounted as equal to a maximum 1.33 L/S for CHL. The essential designation criteria of both systems are calculated and summarized in Table 1. For the CHL, the mentioned sprinkler type is the outmost sprinkler.
To calculate the friction loos and total dynamic head (TDH), Hazen William equation was used, taking into account the velocity margin to check the pipe's diameter and select the pump [27,28]. An additional 10% was accounted on the TDH to compensate the friction losses along the lateral. In this experiment, the wind impact was negligible as the test center area was not affected by wind. The difference between required components for CHL and split lateral semi-permanent are summarized in Table 2 below. Items with the same cost for both systems have not been mentioned here (such as pressure gauge, air release valve, pump and power unit with the installation fee, filter, system implementation fee, transferring to the site, etc.); however, they have been calculated in the total cost for each system. Energy consumption in Kw h was measured as a function of system total discharge rate multiplied by TDH and the system working hours, divided by the pump efficiency [29].
Water 2018, 10, x FOR PEER REVIEW 6 of 13 experiment, the wind impact was negligible as the test center area was not affected by wind. The difference between required components for CHL and split lateral semi-permanent are summarized in Table 2 below. Items with the same cost for both systems have not been mentioned here (such as pressure gauge, air release valve, pump and power unit with the installation fee, filter, system implementation fee, transferring to the site, etc.); however, they have been calculated in the total cost for each system. Energy consumption in Kw h was measured as a function of system total discharge rate multiplied by TDH and the system working hours, divided by the pump efficiency [29].
(a) (b) For split lateral semi-permanent, a 3" PVC pipe was laid as the mainline from the water source to the middle of the farm and from there extended to the end, as shown in the schematic Figure 1, to feed the two laterals. Forty-six meters (46 m) of the mainline 2" pipe was used as it was designed to be telescopic. For CHL, since the system works with a lower flow rate, therefore only a 2" diameter PVC was used as mainline, which is directly extended to the center as there was no hydrant required along the designed direction. Based on the outcomes, both systems required materials and cost comparison has been discussed and analyzed in the following section.   For split lateral semi-permanent, a 3" PVC pipe was laid as the mainline from the water source to the middle of the farm and from there extended to the end, as shown in the schematic Figure 1, to feed the two laterals. Forty-six meters (46 m) of the mainline 2" pipe was used as it was designed to be telescopic. For CHL, since the system works with a lower flow rate, therefore only a 2" diameter PVC was used as mainline, which is directly extended to the center as there was no hydrant required along the designed direction. Based on the outcomes, both systems required materials and cost comparison has been discussed and analyzed in the following section.

Catch Can Test
Water distribution pattern uniformity to measure the water application depth and sprinklers coverage was tested using catch can method at the site [30]. Four different runs were performed to measure the amount of water given to the farm in different spots between the two lateral movement areas. Disposable cups (with a stone inside to avoid falling) were used to collect the samples. Beakers were applied to measure the volume of water after each 45 min of irrigation and the measurement was redone for the same area following the next lateral move. According to catch can method, a table was prepared to record the measured date. With this, the horizontal and vertical coverage were also monitored. A total of 180 cans were placed in 3 rectilinear layouts. Every 1 m along the pipe a cup was placed radial and a total of 3 caps horizontally to cover the full throw distance of each sprinkler. The can's distances were varying horizontally between two lines (as illustrated in Figure 5) since we have different radiuses along the lateral. The can diameter and area were measured to calculate the irrigation rate. The average of the collected water in all the cans was calculated to be divided by the can area and the time consumed to collect this volume of water. The average of the lowest 25% of the results were taken to be divided by the average of all the results as low quarter distribution uniformity or DU [31].

Catch Can Test
Water distribution pattern uniformity to measure the water application depth and sprinklers coverage was tested using catch can method at the site [30]. Four different runs were performed to measure the amount of water given to the farm in different spots between the two lateral movement areas. Disposable cups (with a stone inside to avoid falling) were used to collect the samples. Beakers were applied to measure the volume of water after each 45 min of irrigation and the measurement was redone for the same area following the next lateral move. According to catch can method, a table was prepared to record the measured date. With this, the horizontal and vertical coverage were also monitored. A total of 180 cans were placed in 3 rectilinear layouts. Every 1 m along the pipe a cup was placed radial and a total of 3 caps horizontally to cover the full throw distance of each sprinkler. The can's distances were varying horizontally between two lines (as illustrated in Figure 5) since we have different radiuses along the lateral. The can diameter and area were measured to calculate the irrigation rate. The average of the collected water in all the cans was calculated to be divided by the can area and the time consumed to collect this volume of water. The average of the lowest 25% of the results were taken to be divided by the average of all the results as low quarter distribution uniformity or DU [31].

Economical Comparison
This novel system shows a much lower capital cost required compared to the traditional layout. The cost comparison has been carried out considering the system component costs as well as annual operation costs. Table 3 is showing a brief summary of the main item's costs for both layouts in the tested farm for comparison and control. Even though the item's costs might vary in different countries, nonetheless the ratio evaluation can clarify the hypothesis. Based on the results, CHL requires a 37.5% lower capital cost and an 11.2% lesser annual cost compared to ordinary semipermanent layouts. The lower component cost will cause lower annual maintenance fees, lower

Economical Comparison
This novel system shows a much lower capital cost required compared to the traditional layout. The cost comparison has been carried out considering the system component costs as well as annual operation costs. Table 3 is showing a brief summary of the main item's costs for both layouts in the tested farm for comparison and control. Even though the item's costs might vary in different countries, nonetheless the ratio evaluation can clarify the hypothesis. Based on the results, CHL requires a 37.5% lower capital cost and an 11.2% lesser annual cost compared to ordinary semi-permanent layouts. The lower component cost will cause lower annual maintenance fees, lower depreciation and repair cost for equipment, as well as lesser insurance, tax cost and interest (or opportunity cost) which are calculated as 2.5% up to 3.3% of the total cost. The system also has 10% lower water and 13% lesser energy consumption. Total dynamic head accounted for 3.5% lower CHL. As the CHL system works with a lower discharge rate and TDH, a lower horsepower pump (1 HP) was required compared to the split lateral (2 HP pump). Outcomes revealed that the main cause of the capital cost reduction in clock hand layout is using smaller lengths of pipes with lower diameters, while other items such as sprinklers, hydrants and fittings have lesser cost saving impacts. There were 10 sprinklers/sprayers used for CHL and 8 for split lateral, however, as the sprinklers size and throw distances reduce towards the center in CHL, the total amount spent for sprinklers was lower than ordinary semi-permanent.
The new layout will also need a smaller filter and tank. In addition, the 3" size fittings for the split lateral system would be 2" in CHL, which have a lower price. The system total working hours is higher for CHL. Analyzing the results proves up to 37.5% cost saving for the initial investment for the clock hand layout irrigation system. It will cause a shorter time required for the project return of investment (lower break-even point). Especially since the first few years would be critical years with the highest financial stresses for the farmers; therefore, it will be a good alternative to implement a sprinkler system with a lower initial investment. There will also be a 11.2% reduction in the annual costs for CHL, hence, over the long term the system is a lot cheaper than the traditional semi-permanent layout. Figure 6 shows the accumulative grand total cost (initial capital cost + annual costs) comparison between the two systems during 20 years after the implementation. In fact, clock hand layout has an almost 14.4% lower grand total cost compared to semi-permanent set-move, even during the 20 years, which is the project time horizon. For a semi-permanent total, 673 USD per acre capital cost was calculated while it was accounted as 420 USD per acre for CHL.
The grand total cost difference in percentage between the clock hand layout and split lateral semi-permanent systems over a longer term has been graphically presented in Figure 7. As can be seen, the graph shows at the beginning of the project there is a significant gap between CHL and split lateral, which is a 37.5% difference. The difference will lessen over time as the annual costs are added in and the total amount are bigger values. Therefore, the capital cost will be a smaller proportion of it. The graph will reach almost 17.2% difference during the next 10 years. The line will not evanesce to zero value even after 100 years, which is much greater than any irrigation project lifetime.
Water 2018, 10, x FOR PEER REVIEW 9 of 13 it. The graph will reach almost 17.2% difference during the next 10 years. The line will not evanesce to zero value even after 100 years, which is much greater than any irrigation project lifetime.

Catch Can Result
To calculate the irrigated rate at 50 PSI pressure, the can bottom diameter was measured at 5 cm with 19.63 cm 2 area. The total can volume was 200 ML. The average of the collected water in all the cans was calculated as 15 mL, which was divided by the can area and the time consumed (45 min) to collect the volume of water as 10.5 mm/h. During the first run of the test, having low values in one area showed a deficiency which the under irrigated area's sprinkler was not performing efficiently and therefore it was replaced. To calculate CULQ or low quarter distribution uniformity, the average of the lowest 25% of the results (45 cans) was accounted for 6.6 mm. This amount was divided by the average of the results for all the 180 cans (7.7 mm).
Along the radial legs an 86% uniformity in average was achieved which can justify the system performance compared with 70-75% in drip irrigation [32], 74-90% for linear and center-pivot systems [33]. It is due to the fact that almost all the sprinklers had a bell-shaped or triangular-shaped distribution pattern. If the sprinkler works under low pressure, it will have a distribution pattern more like a donut shape [19]. The catch can results demonstrated that the sprinklers in between the it. The graph will reach almost 17.2% difference during the next 10 years. The line will not evanesce to zero value even after 100 years, which is much greater than any irrigation project lifetime.

Catch Can Result
To calculate the irrigated rate at 50 PSI pressure, the can bottom diameter was measured at 5 cm with 19.63 cm 2 area. The total can volume was 200 ML. The average of the collected water in all the cans was calculated as 15 mL, which was divided by the can area and the time consumed (45 min) to collect the volume of water as 10.5 mm/h. During the first run of the test, having low values in one area showed a deficiency which the under irrigated area's sprinkler was not performing efficiently and therefore it was replaced. To calculate CULQ or low quarter distribution uniformity, the average of the lowest 25% of the results (45 cans) was accounted for 6.6 mm. This amount was divided by the average of the results for all the 180 cans (7.7 mm).
Along the radial legs an 86% uniformity in average was achieved which can justify the system performance compared with 70-75% in drip irrigation [32], 74-90% for linear and center-pivot systems [33]. It is due to the fact that almost all the sprinklers had a bell-shaped or triangular-shaped distribution pattern. If the sprinkler works under low pressure, it will have a distribution pattern

Catch Can Result
To calculate the irrigated rate at 50 PSI pressure, the can bottom diameter was measured at 5 cm with 19.63 cm 2 area. The total can volume was 200 ML. The average of the collected water in all the cans was calculated as 15 mL, which was divided by the can area and the time consumed (45 min) to collect the volume of water as 10.5 mm/h. During the first run of the test, having low values in one area showed a deficiency which the under irrigated area's sprinkler was not performing efficiently and therefore it was replaced. To calculate CU LQ or low quarter distribution uniformity, the average of the lowest 25% of the results (45 cans) was accounted for 6.6 mm. This amount was divided by the average of the results for all the 180 cans (7.7 mm).
Along the radial legs an 86% uniformity in average was achieved which can justify the system performance compared with 70-75% in drip irrigation [32], 74-90% for linear and center-pivot systems [33]. It is due to the fact that almost all the sprinklers had a bell-shaped or triangular-shaped distribution pattern. If the sprinkler works under low pressure, it will have a distribution pattern more like a donut shape [19]. The catch can results demonstrated that the sprinklers in between the two lateral have an acceptable coverage. Taking into account the new pattern in which one sprinkler was covered 55% by its next and 45% by its previous sprinkler, the below figure (Figure 8) illustrates the coverage pattern in CHL, which on average one side of the sprinkler will receive 14% less water compared to the other side of it. Results indicated a high sensitivity of uniformity in CHL to the sprinklers discharge rate and distance of throw (which varies along the lateral) as the most important factor. In this case there will be some spots under-or over-irrigated, re-nozzling might be required to balance the amount of water distributed and avoid yield variation. The wind impact was negligible in this study, however, in windy situations, especially in small size farms which the wind impact is greater [34], the beginning of the lateral (at the plot center), where the sprayers are, will be the most affected area. Hence, to avoid wind drift and evaporation losses, according to the wind speed [35], the center point of the circle for CHL can be shifted against the wind direction to minimize the wind impact on the distribution pattern.
Overall, in reference to the above results, the advantages of this new layout include: 1. Reducing the main pipe length to 50% in square shape and 70% in rectangular shape plots. 2. Main/sub-main pipe diameter reduction due to lower system total discharge. 3. Number of laterals will be reduced to half. 4. Reduction in the number and size of required fittings. 5. The number of required valve outlets (hydrants) will decrease to one. 6. Ease of carrying from one set to the next, especially due to having less laterals, which unlike split lateral layout, traveling from one side of the plot to another is not required. 7. After completing a cycle, the lateral will be where the irrigation started and there is no need to move back to the starting point. 8. User-friendly system, specially reducing the need for connecting and disconnecting the lateral to different outlet valves. 9. Minimum maintenance requirement. 10. Unlike high cost and high maintenance center pivots, this system suits smaller units. 11. Less land forming is required as the movement is manual. 12. There will be no wheel rut damage in the land for CP systems. 13. Lesser TDH. 14. Lower system discharge rate. 15. Smaller horsepower pump requirement. Results indicated a high sensitivity of uniformity in CHL to the sprinklers discharge rate and distance of throw (which varies along the lateral) as the most important factor. In this case there will be some spots under-or over-irrigated, re-nozzling might be required to balance the amount of water distributed and avoid yield variation. The wind impact was negligible in this study, however, in windy situations, especially in small size farms which the wind impact is greater [34], the beginning of the lateral (at the plot center), where the sprayers are, will be the most affected area. Hence, to avoid wind drift and evaporation losses, according to the wind speed [35], the center point of the circle for CHL can be shifted against the wind direction to minimize the wind impact on the distribution pattern.
Overall, in reference to the above results, the advantages of this new layout include: 1.
Reducing the main pipe length to 50% in square shape and 70% in rectangular shape plots.

2.
Main/sub-main pipe diameter reduction due to lower system total discharge. 3.
Number of laterals will be reduced to half.

4.
Reduction in the number and size of required fittings. 5.
The number of required valve outlets (hydrants) will decrease to one. 6.
Ease of carrying from one set to the next, especially due to having less laterals, which unlike split lateral layout, traveling from one side of the plot to another is not required. 7.
After completing a cycle, the lateral will be where the irrigation started and there is no need to move back to the starting point. 8. User-friendly system, specially reducing the need for connecting and disconnecting the lateral to different outlet valves. 9.
Minimum maintenance requirement. 10. Unlike high cost and high maintenance center pivots, this system suits smaller units. 11. Less land forming is required as the movement is manual. 12. There will be no wheel rut damage in the land for CP systems. 13. Lesser TDH. 14. Lower system discharge rate. 15. Smaller horsepower pump requirement. 16. Lesser energy cost. 17. Total water utilization will be reduced. 18. Lesser insurance and tax cost. 19. Lower depreciation and interest cost.
The system also has similar disadvantages with both, semi-permanent set-move and center-pivot irrigation systems such as: 20. Circular pattern watering which results in having less than 80% of the plot being well irrigated.
However, applying corner arm would almost solve this problem, especially because the hand carry method provides simplicity to install a corner catcher wherever needed to increase the irrigable land with no complications. Installing a large gun sprinkler at the end of a lateral (like center pivot system) is also another option. 21. Longer annual irrigation time compared to semi-permanent split lateral. In fact, the number of lateral movements for one evolution in CHL will be 37% higher than the set-move split lateral layouts since the system works with a lower outflow rate and at the same time it requires shorter irrigation periods per cycle up to 14%. For this problem, larger distance throw sprinklers are advisable or if permeability of the soil infiltration rate allows, applying sprinklers with higher a discharge rate can minimize the required time. 22. Like the set-move split lateral, the CHL requires manual work. With regards to the system feasibility, as per experiment, the amount of manual work will be higher in clock hand lateral since there will be more pipes to transfer to the next position, which will also cause more damages to the cultivated crops. For this examination, in one revolution the farmer will need to carry 7 pieces of pipes (6 to 9-m length) on 1 lateral for 22 times (total of 154 times) with 4 km traveling distance in total, while for split lateral it is 10 pieces of pipes (6 to 9-m length) on 2 laterals for 8 times (total of 80 times) with 3 km total traveling distance.

Conclusions
Insufficient freshwater resources, especially in water stressed zones, can lead to inadequate food production and poverty in some regions in the near future. Sprinkler irrigation systems can optimize water utilization efficiency and maximize annual yield, which is beneficial for farmers and for the public. Pressured irrigation methods are costly for farmers in most cases, which requires time for reimbursement. While insignificant financial support by governments in some countries makes those expensive to invest in, new technologies can offer affordable sprinkler irrigation systems. As shown above comparatively, the new set-move layout in the present study has offered an adaptable and cheap sprinkler method with more than 37% less capital cost requirement and 11% lower annual expenses. The feasibility of this inexpensive system (the cheapest if it is designed as fully portable), especially in small scale implementation, encourages farmers to use sprinkler systems.
Clock hand lateral (CHL) layout is a cost-saving combination of the two current sprinkler irrigation systems, namely semi-permanent split lateral set-move and center-pivot. The main pipe (or sub main) in this design is extended to the center of the farm only, and there it will be connected to a single or double lateral (depending on the farm size) which transfers around the center. In addition, the total number of valve outlets installed on the mainline is limited to one only, which will be placed at the end of the main/sub-main pipe. It saves cost in most irrigation system elements including the length and diameter of the main pipe, number of laterals and sprinklers, fittings and hydrants. The system has also shown an 86% distribution uniformity. As the system is manual, reliable manpower would be essential to operate the system efficiently. In most Asian and African countries with small estate land owners, this system would be a good pressured irrigation system option with minimum capital and annual costs. Therefore, such an irrigation system, owing to its new arrangement, can be a competitive design, allowing smaller farms to level up and enjoy the benefits. Economic advantages for the public can promote applying irrigation systems, which will lead to a more cost-effective water application and efficient water resource saving and/or management, taking into consideration the importance of water resources and sustainable development.
Author Contributions: L.G. methodology, writing and review, S.R. project administration, conceptualization and writing the original draft, editing, X.C. and R.F. supervision, validation and visualization, L.Y. formal analysis and data curation, and S.S. resources.

Conflicts of Interest:
The authors declare no conflicts of interest.