This document discusses duty of water and delta in irrigation engineering. It defines duty of water as the area irrigated using 1 cumec of continuous water supply. Delta is defined as the total depth of water required by a crop in its base period. Duty is calculated using the formula D=8.64/B(days) * Δ(meters). Several factors that affect duty are discussed such as crop type, irrigation method, soil type, climate etc. Methods to improve duty include proper land preparation, lining canals to reduce seepage, using efficient irrigation methods, and training farmers in optimal water usage.
Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.
Water is required for agriculture.
Sometimes this water requirement is fulfilled by rain, but there are some dry areas where irrigation is the only process by which water is supplied to crops.
1. Distribution of Runoff
2. Hydrograph Analysis
a) Hydrograph & Unit Hydrograph
b) S - Hydrograph & Synthetic Unit Hydrograph
3. Computation of Design Discharge
a) Rational Formulae
b) SCS Curve Number Method
4. Flood Frequency Analysis
5. Flood Routing
Stream Gauging: Necessity; Selection of gauging sites; Methods of discharge measurement; Area-Velocity method; Venturi flume; Chemical method; weir method; Measurement of velocity; Floats Surface float, Sub–surface float or Double float, Twin float, Velocity rod or Rod float; Pitot tube; Current meter; Working of current meter; rating of current meter; Measurement of area of flow; Measurement of width - Pivot point method; Measurement of depth Sounding rod, Echo- sounder.
Introduction:
Necessity of irrigation- scope of irrigation engineering- benefits and ill effects of irrigation- irrigation development in India- types of irrigation systems, Soil-water plant relationship: Classification of soil water- soil
moisture contents- depth of soil water available to plants-permanent
and ultimate wilting point
Water requirements of crops:
Depth of water applied during irrigation- Duty of water and deltaimprovement
of duty- command area and intensity of irrigation consumptive use of water and evapotranspiration- irrigation efficiencies- assessment of irrigation water
Reservoir Planning: Introduction; Investigations for reservoir planning; Selection of site for a reservoir; Zones of storage in a reservoir; Storage capacity and yield; Mass inflow curve and demand curve; Calculation of reservoir capacity for a specified yield from the mass inflow curve; Determination of safe yield from a reservoir of a given capacity; Sediment flow in streams; Life of reservoir; Reservoir sediment control; flood routing. Various types of Spillways and design.
Water is required for agriculture.
Sometimes this water requirement is fulfilled by rain, but there are some dry areas where irrigation is the only process by which water is supplied to crops.
1. Distribution of Runoff
2. Hydrograph Analysis
a) Hydrograph & Unit Hydrograph
b) S - Hydrograph & Synthetic Unit Hydrograph
3. Computation of Design Discharge
a) Rational Formulae
b) SCS Curve Number Method
4. Flood Frequency Analysis
5. Flood Routing
Stream Gauging: Necessity; Selection of gauging sites; Methods of discharge measurement; Area-Velocity method; Venturi flume; Chemical method; weir method; Measurement of velocity; Floats Surface float, Sub–surface float or Double float, Twin float, Velocity rod or Rod float; Pitot tube; Current meter; Working of current meter; rating of current meter; Measurement of area of flow; Measurement of width - Pivot point method; Measurement of depth Sounding rod, Echo- sounder.
Introduction:
Necessity of irrigation- scope of irrigation engineering- benefits and ill effects of irrigation- irrigation development in India- types of irrigation systems, Soil-water plant relationship: Classification of soil water- soil
moisture contents- depth of soil water available to plants-permanent
and ultimate wilting point
Water requirements of crops:
Depth of water applied during irrigation- Duty of water and deltaimprovement
of duty- command area and intensity of irrigation consumptive use of water and evapotranspiration- irrigation efficiencies- assessment of irrigation water
How to Become a Thought Leader in Your NicheLeslie Samuel
Are bloggers thought leaders? Here are some tips on how you can become one. Provide great value, put awesome content out there on a regular basis, and help others.
surface irrigation systems and methods of irrigation inluding basine irrigation,border irrigartion,and furrow irrigation.there are alos presurizez irrigation systems such as drip irrigation and sprinler irrigation
what are EDCs, impacts/effects of EDCs, Sources, treatment of EDC by various methods such as activated carbon, phytoremediation, membrane fouling during ultrafiltration, constructed wetlands, the advanced oxidation process
presentation on a paper of EIA given by Richard K. Morgan. The paper includes the growth of EIA around the world in last 40 years and also includes the effectiveness of EIA.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
1. LD COLLEGE OF ENGINEERING
SUBJECT : IRRIGATION ENGINEERING
TOPIC : DUTY OF WATER AND DELTA
PREPARED BY : MAKWANA TULSI 130280106052
2. DUTY
Duty of the water may be defined as the irrigation capacity of a
unit of water.
Gives relation between area irrigated and quantity of water
required.
Usually defined as area irrigated using 1 cumec of water applied
to land continuously for base period of the
crop.(hectares/cumec.)
Varies with crop.
3. DELTA
Delta(∆) is defined as the total depth of water required by a crop
during its entire base period of the crop .
Delta for any crop can be obtained by dividing the total water
required in ha-m by the area in which the crop is grown.
𝑫𝒆𝒍𝒕𝒂 =
𝑇𝑜𝑡𝑎𝑙 𝑞𝑢𝑎𝑛𝑡𝑖𝑡𝑦 𝑜𝑓 𝑤𝑎𝑡𝑒𝑟 𝑟𝑒𝑞𝑢𝑖𝑟𝑒𝑑 (ℎ𝑎−𝑚)
𝑎𝑟𝑒𝑎 𝑜𝑓 𝑡ℎ𝑒 𝑙𝑎𝑛𝑑 ℎ𝑎𝑣𝑖𝑛𝑔 𝑡ℎ𝑒 𝑐𝑟𝑜𝑝 (ℎ𝑎)
Eg : If crop requires 10 watering of 10 cm each the delta of the crop
= 10 × 10 = 100 cm = 1 m.
4. METHODS OF RECKONING DUTY
Number of hectares that can be irrigated by 1 cumec of water.
Total depth of water.(delta)
Number of hectares that can be irrigated using the water stored.
Generally used for tank irrigation.
Number of hectares-metres expended per hectare. Generally used
for tank irrigation.
5. TYPES OF DUTY
•Duty of water measured at the head of
main canal.
Gross Duty
•Duty sanctioned as per schedule of an
irrigation department.
Nominal Duty
•Duty of water which results into
maximum crop yield.
Economic water Duty
•Duty of water assumed in an irrigation
project to design capacity of channel.
Designated Duty
6. RELATION BETWEEN DUTY & DELTA
𝐃 = 𝟖. 𝟔𝟒
𝐁 (in days)
∆ (in metres)
where, D = duty in hectares/cumec.
∆ = total depth of water supplied in metres.
B = Base period in days.
7. Question:
The transplantation of rice
requires 10 days and total
depth of water required during
transplantation is 48 cm. During
transplantation, there is an
effective rainfall of 8 cm.
The duty of irrigation water (in
ha/cumec) is ?
Answer:
D = 8.64
B (in days)
∆ (in metres)
Here B=10 days
Total depth required = 48 cm.
Rainfall = 8 cm
Actual depth = total - rainfall
= 48 – 8
= 40 cm
D = 8.64
𝟏𝟎
0.4
= 216 hectares/cumec
8. FACTORS AFFECTING DUTY OF WATER
1) Method of irrigation:
• Affects the duty because the water application efficiency is
different.
• Drip has the maximum duty,sprinkler also has high duty.
• In case of surface irrigation the duty is low.
2) Type of crop:
• Duty varies because different crops require varying quatities
of water.Duty is low for crops requiring high quantity of water.
9. Continued…
3) Method of cultivation:
• If land is properly ploughed and loose before irrigation then the
duty increases.
• Modern methods give higher duty than the old ones.
4) Base period of crop:
• When the base period is long then more water required and
hence low duty.
10. 5) Climatic conditions:
• Temperature,wind,humidity and rainfall affect the duty.
• High temperature and leads to high evaporation hence duty will
be less where as high humidity and rainfall increases the duty.
6) Times of irrigation and frequency of cultivation:
• Initially not proper level land so more water is required so duty is
less and the duty increases with time.
• Frequent cultivation reduces loss of moisture and hence duty is high.
Continued…
11. 7) Quality of water:
• if the water contains salts and alkalies more water has to be
applied and the duty is reduced.
8) Methods of assessment of irrigation water:
• if the assessment is on volume base then the farmer use water
carefully and so the wastage is less,high duty.
• if flat based the duty is low.
Continued…
12. 9) Type of soil and sub-soil of the canal:
• In an unlined canal with coarse grained and permeable soils the
seepage losses will be more,duty is low and vice versa.
10)Type of soil and sub-soil of the field:
• If the soil in the field is coarse grained percolation losses are high,duty
is low.
• If there is hard and Impervious soil the percolation losses will be
low, duty is high.
Continued…
13. 11)System of irrigation:
• In perennial irrigation system, duty is high because the soil is kept
moist and less water is required for initial saturation.
• In inundation system the wastage is more so duty is low.
• In case of tank and well(lift) irrigation the transmission losses are
less, duty is high.
Continued…
14. 12)Canal condition:
• in earthen canal the seepage and percolation losses are more
duty is low and for lined canal duty is high.
• Canal with good maintenance have high duty.
• If the area to be irrigated is concentrated along the canal the
duty is high.
Continued…
15. METHODS OF IMPROVING DUTY OF WATER
Land should be properly ploughed to the required depth and
levelled before sowing the crops.
Suitable method of applying water/irrigation system.
Frequent cultivation of land,this reduces the loss of moisture from
soil.
Crop rotation must be done.
Canals should be lined and well maintained to reduce the seepage
and percolation losses.
16. METHODS OF IMPROVING DUTY OF WATER
The canal should be so aligned that the area to be irrigated is
concentrated along it.
Length of the canal should be reduced to minimum.
Efficient methods of irrigation should be used such as
drip,sprinkler and furrow.
Volumetric assessment should be used.
Quality of water should be good.
17. METHODS OF IMPROVING DUTY OF WATER
The farmers should be trained such that they can know how much
and when to provide water.
Alignment should be avoided in sandy or coarse grained soils.
Modern methods of cultivation must be adopted.
The canal administrative are well trained so that they well aware
of economic use of water.