Duty and Delta: Relationship between Duty (D), Delta (△), and Base Period (B), including numerical problems.
Duty and Delta: Relationship between Duty (D), Delta (△), and Base Period (B), including numerical problems.
In irrigation engineering, the most crucial concept linking crop water requirements with engineering design is the relationship between Duty, Delta, and the Base Period.
1. Defining the Core Terms
Before we link them, let's define what these terms mean to a civil engineer.
A. Base Period (B)
The Base Period is the total time, measured in days, that a crop requires watering from its first irrigation to its last irrigation before harvest.
Note for Exams: Don't confuse Base Period (B) with "Crop Period." Crop Period is longer; it is the time from sowing to harvesting. For calculation purposes, we treat them as the same.
B. Delta (△)
The Delta is the total depth of water, measured in meters or centimeters, that a crop requires over its entire Base Period. If you spread all the water the crop receives during B days, its total depth would be △.
Key Concept: Delta measures total volume per unit area. A larger Delta means a "thirsty" crop.
C. Duty (D)
The Duty of water is defined as the area of land, in hectares, that a constant flow of water of 1 cumec (1 m^3/s) can irrigate for the entire duration of the Base Period (B).
NTS Exam Tip: Duty is a measure of the "efficiency" or "duty" of 1 cumec. A high Duty is good, as it means 1 cumec is covering a large area.
2. The Duty-Delta-Base Relationship Formula
These three variables are mathematically linked. Here is the standard derivation and formula,
Simple Logic
Imagine 1 hectare of land irrigated for B days with △ depth. What is the volume of water used?
Volume (V) = Area x Depth
Volume in m^3 = (1 hectare) x (△meters)
Since 1 hectare = 10,000 m^2:
Volume = 10,000 x△ m^3Now, the Duty definition: 1 cumec flowing constantly for B days irrigates D hectares. What is that total volume?
Volume = (Discharge) x (Total time)Total time in seconds = B days x24 hours/dayx60 minutes/hour x 60 seconds/minute = 86,400 xB seconds.
Volume = (1 m^3/s)x (86,400 x B seconds) = 86,400x B m^3Finally, we equate the volumes from points 1 and 2:
Volume required for D hectares with △ depth= Volume supplied by 1 cumec over B days(Dx10,000 m^2)x(△meters}) = 86,400 x B m^310,000xD xDelta = 86,400 x B
This gives the standard relationships:
The Golden Formula (Use△in meters)
Alternative (Use △ in centimeters)
3. Key Relationships
You should memorize these conceptual links for multiple-choice questions:
| Key Link | Relationship | Why? |
| Duty (D) vs. Delta (△) | Inversely Proportional (D∝1/△) | A crop with a high Delta (△) (thirsty) means the same discharge covers a smaller area (low D). |
| Duty (D) vs. Base Period (B) | Directly Proportional (D ∝ B) | A longer Base Period allows 1 cumec to "do its duty" over a larger area (high D). |
Where is Duty Highest?
Duty changes as you move water from the source:
Lowest Duty: At the Headwork of the canal system (e.g., the reservoir). Losses have not happened yet.
Highest Duty: At the Outlet of the field canal (just before the water enters the crop field). Losses are complete; the water is highly utilized.
4. Numerical Example Problems
These are essential for exam preparation
Problem 1: Basic Calculation
A crop has a Base Period of 120 days and a total Delta of 90 cm. Calculate the Duty of this water.
Solution:
Given:
Base Period, B = 120 days
Delta (△)= 90cm = 0.90 m
Using the Golden Formula (△ in meters):
D = (8.64xB)/△D = (8.64x20)/0.90D = 8.64x133.33Duty (D) = 1152 hectares/cumec
Problem 2: Finding Delta from Duty
The Duty of an irrigation canal at the field outlet is 1800 hectares/cumec. If the Base Period is 140 days, find the depth of water (Delta) required. Give your answer in cm.
Solution:
Given:
Duty, D = 1800 hectares/cumec
Base Period, B = 140 days
Using the Golden Formula (Delta in meters):
D = (8.64xB)/△1800 =(8.64x140)/△Rearrange to solve for△
△ = (8.64x140)/1800△ = 1209.6/1800△ = 0.672 meters
Convert to cm:
△ = 0.672x 100
△ = 67.2 cm
Problem 3: Multi-Crop Application (Field Channel Discharge)
A field channel with a maximum capacity of 0.8 cumecs is used. On a specific command area, wheat (Base=120 days, △=40 cm) and sugarcane (Base=320 days, △=180 cm) are grown simultaneously.
The wheat covers 250 hectares. Calculate the maximum area of sugarcane that can be irrigated with this channel.
Solution:
Calculate the constant discharge required by the Wheat (Qwheat):
First find Wheat Duty:
Dwheat= (8.64 x120)/0.40 mDwheat = 2592 hectares/cumec.
Now find discharge needed for 250 hectares:
Qwheat= Areawheat/DwheatQwheat = 250/2592 hec/cumecQwheat ≈ 0.096 cumecs.
Find the remaining discharge available for the Sugarcane (Qsugarcane):
Qchannel capacity = 0.8 cumecsQsugarcane = Qtotal- QwheatQsugarcane = 0.8 - 0.096Qsugarcane = 0.704 cumecs.
Calculate the Sugarcane Duty (Dsugarcane):
Dsugarcane = (8.64x320days)/1.80mDsugarcane ≈ 1536 hectares/cumec.
Calculate the maximum area of Sugarcane (Asugarcane ):
Asugarcane= Dsugarcanex QsugarcaneAsugarcane = 1536 ha/cumecx 0.704cumecsAsugarcane ≈ 1081 hectares

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