p-ISSN 2980-4868 | e-ISSN 2980-4841
https://ajesh.ph/index.php/gp
Analysis of Gegesic Divider Irrigation
Door Opening 5 for Water Demand Efficiency
Juwanto Putra1*, Nabila Fatihah Nurrohmah2,
Elifah Nurazizah Adi Putri3, Nurdiyanto4
Universitas Swadaya Gunung Jati, Indonesia
Emails: juwantoputra10@gmail.com1,
nabilafatihah8@gmail.com2,
elifahnap@gmail.com3, nurdiyanto@ugj.ac.id4
ABSTRACT
Water resources management is critical in supporting sustainable
agricultural development and ensuring food security. Efficient water use in
irrigation systems is required to optimize crop growth and production and
minimize water wastage. This study aims to analyze the opening of irrigation
sluice gates at the Gegesik 5 distribution gate to improve water demand
efficiency. The research methodology included field observation, data
collection, and calculations to determine the optimal sluice gate opening based
on water availability and crop water requirements. Factors such as rainfall,
evapotranspiration, crop water requirements, and irrigation system efficiency
were also considered. The results showed that the non-secondary door height was
5 cm, and the tertiary door opening was 10 cm. The highest percentage of water
demand efficiency in the channel is in Bundermire 1 Ki Channel at 99.74%, which
indicates that the use of water in the primary channel is quite efficient, the
lowest percentage of water demand efficiency is in Gegesik Ki 1 Channel at
76.47%, in other channels, the efficiency level is obtained in Bundermire 2 Ki
at 93.13%, in Bundermire 2 Ka at 77 26%, Bundermire 1 Ka at 87, 69%, Gegesik Ki
2 by 78.20% and Gegesik 5 channel by 94.90% so as to identify the actual water
demand for various activities and apply water-saving technologies and methods
by applying the sluice gate opening strategy, then this research has
implications for the management of water resources in the study area can be
optimized to contribute to sustainable agricultural practices and food
security.
Keywords: Irrigation Door
Opening, Water Demand Efficiency, Divider Door, Door Opening Height, Water
Discharge.
INTRODUCTION
Water resources are vital for
socio-economic growth, food production, public health and many other sectors.
However, the sustainability of global water resources is currently facing
serious threats due to population growth, water pollution, and a significant
increase in demand (Juwono et al.,
2022). Globally, about 2.2 billion people do not have access to clean water,
and more than 4 billion people experience water scarcity for at least one month
a year (Mawardi, 2014). This water crisis is expected to worsen in the
future, as the world's population growth is projected to reach 9.7 billion by
2050 (Anwar, 2022).
The agricultural sector is the
largest water user, with more than 70% of global freshwater use allocated to
irrigation. However, water distribution efficiency in irrigation systems
remains a major challenge. Water losses due to network leakage, evaporation,
and suboptimal management have a direct impact on decreasing farmland
productivity as well as water scarcity in certain regions (López-Lambraño et al., 2020). Therefore, the application of innovative
technologies and strategies to improve water use efficiency is an urgent
priority in addressing this global challenge.
Indonesia, as an agricultural
country with the fourth largest population in the world, faces similar
challenges. Based on a report by the Central Statistics Agency (BPS, Badan
Pusat Statistik), around 81% of Indonesia's water resources are utilized
for agricultural needs (Rhofita, 2022). However, irrigation efficiency in various
regions is still low, with an average water loss rate reaching 30% due to
suboptimal management (Panagopoulos et
al., 2014). One of the areas experiencing water distribution constraints is
Cirebon Regency, West Java, where the Gegesik irrigation system is one of the
main sources of irrigation for agricultural areas.
In Gegesik, inaccuracies in
sluice gate operations often lead to problems such as water shortages
downstream and water wastage upstream. This phenomenon is not only detrimental
to local farmers, but also exacerbates the sustainability challenges of water
resource management. The Gegesik 5 distribution sluice gate is one of the
important elements in the irrigation network in the area. This sluice gate is
tasked with regulating the flow of water to the various irrigation channels to
ensure equitable distribution. However, in practice, setting the door opening
is often not based on a measured water demand analysis, leading to
inefficiencies. The lack of monitoring and technical evaluation of sluice gate
operations further exacerbates this situation.
Research related to irrigation
efficiency has been carried out by various parties. (Bunganaen et al., 2020) highlighted the importance of implementing
automatic regulation technology on sluice gates to reduce water loss in
irrigation networks. (Rao, 2023) found that a distribution system based on water
demand analytics can increase efficiency by up to 25%. Meanwhile, (Pareke & Sh,
2020) studied the effect of sluice gate management on farmland productivity
and emphasized the importance of a data-driven approach to water flow
regulation.
However, specific research
analyzing the efficiency of sluice gate openings in the Gegesik area,
especially at distribution gates such as Gegesik 5, is still very limited. This
creates a research gap that needs to be urgently addressed. Water scarcity and
inefficient water use in the agricultural sector pose a real threat to the
sustainability of the national food system (Alfian, 2023). Considering that Cirebon Regency is one of the
main rice barns in West Java, optimizing irrigation management in this region
is very important. Water use efficiency through proper regulation of sluice
gate openings can help reduce the impact of water shortages, increase
agricultural yields, and support food security in a sustainable manner.
This study offers an innovative
approach by integrating data-driven water demand analysis on the sluice gate
opening setting of Gegesik 5. Unlike previous research that tends to focus on
technological or design aspects of irrigation systems in general, this study
specifically examines the relationship between sluice gate opening settings and
water demand efficiency at the local level. Thus, this study is expected to
provide practical guidance for irrigation managers in optimizing water
distribution.
Based on the above background,
this research aims to analyze the opening of the Gegesik 5 distribution sluice
gate in meeting water demand efficiently, with a focus on evaluating the
existing conditions of sluice gate operation, identifying factors that affect
water distribution efficiency, and developing a strategy for setting openings
based on water demand analysis. With this approach, the research is expected to
provide significant benefits, both for irrigation managers, farmers, and policy
makers. Irrigation managers can utilize data-based guidance to improve water
management efficiency, while farmers will benefit through optimal water
distribution that supports land productivity.
RESEARCH METHOD
This study uses a qualitative approach with a case study method for the
type of data using qualitative data, including primary data collected through
field observations and discussions with related parties and secondary data
obtained from written sources such as books, journals, research reports, and
statistical data from associated agencies such as the Central Statistics Agency
(BPS), the Irrigation Office, or the River Basin Center. To make it easier to
know the order of the final project, the author presents the methodology of the
work in the form of a flow diagram as follows:
Figure 1. Research Flowchart
The research was located in the Gegesik irrigation area,
Gegesik Village, Gegesik District, Cirebon Regency, West Java Province,
Indonesia. The Gegesik Main Canal serves an irrigation area of 8,933 hectares
spread across five sub-districts and 34 villages in Cirebon Regency.
Figure 2. Map of the Research
Location
Source: Google Earth
RESULT AND
DISCUSSION
For
this Planning and analysis of the availability and demand of irrigation water,
rainfall data was obtained from the Meteorology, Climatology, and Geophysics
Agency (BMKG) located in Cirebon. The first step to securing evaporation data
is calculating rainfall data (sorted rainfall data), air humidity, wind speed,
solar irradiation, and air temperature. Here are the Gegesic Climatology data:
Figure 3. Map of
Rainfall Distribution Area
Figure 4.
Recapitulation of Rainfall That Has Been Sequenced Gegesic
Source: BMKG Jatiwangi Station
Figure 5.
Recapitulation of Gusty Wind Speed
Source: BMKG Jatiwangi Station
Figure 6. Gectic Air Humidity Recapitulation
Source: BMKG Jatiwangi Station
Figure 7. Gegesic
Solar Irradiation Recapitulation
Source: BMKG Jatiwangi Station
Figure 8. Gectic Air
Temperature Recapitulation
Source: BMKG Jatiwangi Station
From
the results of the field survey, the total area of BGS5 rice fields was
obtained, which is 564 ha, and the mainstay discharge was obtained as follows:
Table
1. Mainstay Debit
|
It |
Moon |
Q(m3/s) |
|
1 |
January l |
1.64 |
|
2 |
January ll |
0.96 |
|
3 |
February I |
1.26 |
|
4 |
February II |
0.97 |
|
5 |
March I |
0.99 |
|
6 |
March II |
1 |
|
7 |
April I |
0.90 |
|
8 |
April II |
0.59 |
|
9 |
May I |
0.26 |
|
10 |
May II |
0.39 |
|
11 |
June I |
0.60 |
|
12 |
June II |
0.59 |
|
13 |
July I |
0.48 |
|
14 |
July II |
0.07 |
|
15 |
August I |
0.18 |
|
16 |
August II |
0.32 |
|
17 |
September I |
0.33 |
|
18 |
September II |
0.32 |
|
19 |
October I |
0.55 |
|
20 |
October II |
0.61 |
|
21 |
November I |
0.57 |
|
22 |
November II |
0.77 |
|
23 |
December I |
0.75 |
|
24 |
December ll |
0.88 |
Source: Calculation Results
Figure 9. Mainstay
Debit
Source: Calculation Results
After obtaining the necessary data, such as the
practical rainfall value for R-80, the average air humidity every month, the
average solar irradiation every month, the average wind speed, and the average
air temperature, to find the evaporation value, it is calculated using the
evapotranspiration potential (ET0) calculation formula using the Penman
Modification (Equation) method because of the existence of supporting data. The
following is the process of determining the ET0
value:
Some methods to calculate the amount of evaporation
include the Penman formula, namely:
ETo = C x Eto* ...................................................................
(1)
ETo* = w. (0,75Rs – Rn1) + {(1-w) . f(u) . (ea-ed)} ………… (2)
Source: Calculation Results
Figure 11. MT 1 Rice
Irrigation Water Needs
Source: Calculation Results
Figure 12. MT 2 Rice
Irrigation Water Needs
Source: Calculation Results
Figure 13.
Availability Debit & Flagship Debit MT1 Planting Pattern
Source: Calculation Results
Figure 14.
Availability Debit & Flagship Debit MT2 Planting Pattern
Source: Calculation Results
After all the necessary data, the last step is to
calculate the water discharge planning for non-irrigation gates in BGs 5,
divided into seven irrigation canals, of which one primary outlet and six
tertiary channels are in the BGs5 area. When the divider door is rotated, there
is 1 time of rotation of 5 cm high for the tertiary channel, 1 time of rotation
as high as 10 cm for the primary channel.
Table
2. Door Dimension Size
|
No. |
Lokasi |
Dimensi Pintu |
Jumlah |
|
1 |
B.MR. 1a Ki + 1a Ka |
B. 0,60m H. 0,80 m |
2 Unit |
|
2 |
B.MR. 1 Ki + 1a Ka |
B. 0,60m H. 0,80 m |
2 Unit |
|
3 |
B.MR. 2a Ki 2a + 2a Ka |
B. 0,60m H. 0,80 m |
2 Unit |
|
4 |
B.MR. 2 Ki |
B. 0,60m H. 0,80 m |
1 Unit |
|
5 |
B.MR. 2 tg |
B. 0,65m H. 0,80 m |
1 Unit |
Source: Observation Results
To calculate the measured discharge interval using
the formula:
1.71 x b x (h1.25) ...................................................................
(3)
Table 3. Percentage
of Water Demand Efficiency at Bundermire 2 Ki
|
Standard Discharge |
Measured Discharge Interval |
Water Efficiency
Percentage |
|
|
m3/sec |
{1,71 x b x (h1,25)} |
100% |
|
|
m3/sec |
|||
|
S.Bundermire 2 Ki |
0.06 |
0.01 |
93.13 |
|
0.03 |
|||
|
0.06 |
Source: Calculation Results
Table 4.
Percentage of Water Demand Efficiency at Bundermire 2 Ka
|
Channel Name |
Standard Discharge |
Measured Discharge Interval |
Water Efficiency Percentage |
|
m3/sec |
{1,71 x b x (h1,25)} |
100% |
|
|
m3/sec |
|||
|
S.Bundermire 2 Ka |
0.07 |
0.01 |
77.26 |
|
0.03 |
|||
|
0.06 |
|||
|
0.09 |
|||
|
0.13 |
Source: Calculation Results
Table 5.
Percentage of Water Demand Efficiency at 1 Ki Bundermire
|
Channel Name |
Standard Discharge |
Measured Discharge Interval |
Water Efficiency Percentage |
|
m3/sec |
{1,71 x b x (h1,25)} |
100% |
|
|
m3/sec |
|||
|
S.Bundermire 1 Ki |
0.21 |
0.01 |
99.74 |
|
0.03 |
|||
|
0.06 |
|||
|
0.09 |
|||
|
0.13 |
|||
|
0.17 |
|||
|
0.21 |
Source: Calculation Results
Table 6.
Percentage of Water Demand Efficiency at Bundermire 1 Ka
|
Channel Name |
Standard Discharge |
Measured Discharge Interval |
Water Efficiency Percentage |
|
m3/sec |
{1,71 x b x (h1,25)} |
100% |
|
|
m3/sec |
|||
|
S.Bundermire 1 Ka |
0.04 |
0.01 |
87.69 |
|
0.03 |
Source: Calculation Results
Table 7. Percentage of Water
Demand Efficiency at Gegesik Ki 1
|
Channel Name |
Standard Discharge |
Measured Discharge Interval |
Water Efficiency Percentage |
|
m3/sec |
{1,71 x b x (h1,25)} |
100% |
|
|
m3/sec |
|||
|
T.Gegesik Ki 1 |
0.12 |
0.01 |
76.47 |
|
0.03 |
|||
|
0.06 |
|||
|
0.09 |
Source: Calculation Results
Table 8. Percentage of Water
Demand Efficiency at Gegesik Ki 2
|
Channel Name |
Standard Discharge |
Measured Discharge Interval |
Water Efficiency Percentage |
|
m3/sec |
{1,71 x b x (h1,25)} |
100% |
|
|
m3/sec |
|||
|
T.Gegesik Ki 2 |
0.16 |
0.01 |
78.20 |
|
0.03 |
|||
|
0.06 |
|||
|
0.09 |
|||
|
0.13 |
Source: Calculation Results
Table 9. Percentage of Water Demand Efficiency at
Gegesik 5
|
Channel Name |
Standard Discharge |
Measured Discharge Interval |
Water Efficiency Percentage |
|
m3/sec |
{1,71 x b x (h1,25)} |
100% |
|
|
m3/sec |
|||
|
P.Gegesik 5 |
1 |
0.04 |
94.90 |
|
0.01 |
|||
|
0.18 |
|||
|
0.28 |
|||
|
0.39 |
|||
|
0.52 |
|||
|
0.65 |
|||
|
0.80 |
|||
|
0.95 |
Source: Calculation Results
Figure 15. BGs 5
Irrigation Scheme
Source: Calculation Results
The study's results show that efforts to improve
water efficiency can be carried out by identifying the actual water needs for
various activities and applying technology and economical methods. Interval
discharge must not exceed the standard discharge.
Determining
the percentage of water demand efficiency at each door opening can be
calculated using the following formula:
Discussion
Optimizing
the use of water resources in irrigation systems is essential to support food
security and environmental sustainability (Sutrisno &
Hamdani, 2019). Previous research highlights various approaches to
improve water use efficiency. For example, research by (Fery, 2023) highlighted the importance of automatic setting
technology on sluice gates to reduce water loss in irrigation networks. This
approach not only reduces wastage but also ensures equitable distribution of
water to farmlands in need. In the context of Gegesik, data-driven sluice gate
settings can help address similar challenges, including water distribution
imbalances that occur between upstream and downstream.
A
study by (Ouassanouan et al.,
2022) showed that water demand-based analysis can
increase efficiency by up to 25%. The study integrated climate data such as
rainfall, air temperature and wind speed to calculate water demand with more
precision. This is relevant to the approach used in the Gegesik 5 study, where
climate data such as evaporation and rainfall are used to calculate water
demand and availability, so that irrigation gate opening settings can be
adjusted to actual needs.
Another
study by (Hasibuan, 2023) emphasized the importance of a data-driven approach
in water flow management to improve agricultural land productivity. In the
context of Gegesik 5 irrigation, this research is relevant because proper
sluice gate settings not only improve water use efficiency but also reduce the
impact of water shortages that often occur during the dry season. The research
also underscores the need for periodic technical evaluation of sluice gates to
ensure their optimal operation.
In
Indonesia, research by (Juwono et al., 2022) shows that about 30% of water resources are lost
due to sub-optimal management. This reflects the challenges faced by the
Gegesik irrigation system, where water losses in the primary and secondary
canals are significant. Therefore, the sluice gate opening-based approach
studied in this research can be a model to reduce water losses and improve the
efficiency of irrigation systems, especially in areas prone to water shortages (Laswono, 2016).
CONCLUSION
The
conclusion of this study shows that climatological data processing in the Gegesik
5 water division area results in potential discharge planning and land
requirements for the first quarter (January-May) that can meet irrigation
needs. However, in the second quarter (May-July), irrigation needs cannot be
met because it enters the dry season. Processing data of sluice gate opening
discharge in Bundermire irrigation canal showed variation of discharge in
different areas, such as T.Bundermire 2 Ki by 0.60 m³/sec, T.Bundermire 2 Ka by
0.13 m³/sec, and P.Gegesik by 0.95 m³/sec. The rotation system is applied
during the water shortage period in May, where sluice gate settings must be in
accordance with the plan and maintained based on the SOP (standard operating
procedure) to prevent damage or technical problems.
This
research makes an important contribution in improving water use efficiency in
local irrigation systems through a data-driven approach in setting sluice gate
openings. In the future, the findings can be used to develop adaptive
irrigation strategies that consider climate variability, such as increasingly
erratic rainfall patterns and dry seasons. In addition, this research also
opens up opportunities for the integration of sensor-based technologies and
automation in sluice gate management, which can improve precision in water
distribution and reduce water resource losses in irrigation networks. This is
expected to support agricultural sustainability, especially in areas that
depend on irrigation systems to meet local and national food needs.
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Juwanto Putra, Nabila Fatihah Nurrohmah, Elifah
Nurazizah Adi Putri, Nurdiyanto (2024) |
|
First publication right: Asian Journal of Engineering, Social, and Health (AJESH) |
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