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where h v is the head in the piezometer in the vicinity of the drain pipe (usually 40 cm
away from the drain center). The approach flow resistance ( W ap )is
W ap =
h ap /
qL
where q is the specific discharge (m 3 /d/m) and L is the drain spacing (m).
Measured data can be expressed in equation similar to Hooghoudt equation.
Rimidis and Dierickx ( 2003 ) expressed their experimental evaluation data in the
form:
Ah t
q
=
+
Bh t
The above equation is similar to the well-known equation of Hooghoudt ( 1940 ) :
4 Kh t
L 2
8 Kdh t
L 2
q
=
+
where
L 2 , and B
8 Kd / L 2
A
=
4 K
/
=
9.12 Challenges and Needs in Drainage Design and Management
To meet the challenge of a sustainable irrigated agriculture, minimum impact on the
environment should be ensured. Controlled drainage, a comparatively new approach
of drainage management, is suffering from lack of design criteria for both humid and
arid regions. Ayars et al. ( 2006 ) urged for development of new design criteria and
management methods for controlled drainage system that should have minimum
impact on environment.
Drain installation and maintenance still require a huge investment and skill oper-
ators. Low-cost drainage material with robustness should be sought in order to bring
the technology to common farmers, who need it.
Relevant Journals
- Trans. ASAE
- Journal of Irrigation & Drainage Engg., ASCE
- ASAE Papers
- Land Management and Reclamation
- Irrigation and Drainage System
- Applied Engineering in Agriculture
- Irrigation Science
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