Chahar, B. R. - Department of Civil Engineering, Indian Institute of Technology, Delhi

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Chahar, B. R. - Department of Civil Engineering, Indian Institute of Technology, Delhi

TECHNICAL NOTES Determination of Length of a Horizontal Drain
Drainage of Ponded Surface by an Array of Ditches Bhagu R. Chahar1
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING / MARCH/APRIL 2000 / 125 SOLUTION FOR A STREAM DEPLETION PROBLEM
Optimal Design of Parabolic Canal Section Bhagu R. Chahar1
DISCUSSIONS AND CLOSURES Discussion of "Seepage through a Levee"
Optimal Design of a Special Class of Curvilinear Bottomed Channel Section
Bhagu Chahar Associate Professor, Department of
Analysis of Seepage from Polygon Channels Bhagu R. Chahar1
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Optimal Design of Transmission Canal Prabhata K. Swamee1
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING / JANUARY/FEBRUARY 2000 / 65 SIMPLE APPROXIMATION FOR FLOWING WELL PROBLEM
Water Resources Management 14: 112, 2000. 2000 Kluwer Academic Publishers. Printed in the Netherlands.
DISCUSSIONS AND CLOSURES Discussion of "Data Mining Process for
Journal of Indian Water Works Association 43 January -March 2007 1. INTRODUCTION
Optimal Spacing in an Array of Fully Penetrating Ditches for Subsurface Drainage
322 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING / SEPTEMBER/OCTOBER 2000 COMPREHENSIVE DESIGN OF MINIMUM COST IRRIGATION
28 / JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING / JANUARY/FEBRUARY 2000 DESIGN OF MINIMUM SEEPAGE LOSS CANAL SECTIONS
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING / SEPTEMBER/OCTOBER 2001 / 287 DESIGN OF MINIMUM SEEPAGE LOSS CANAL SECTIONS WITH
Bhagu R. Chahar Assistant Professor, Department of
Recharge/seepage from an array of rectangular Mahender Choudhary a
Revision received October 12, 2000. Open for discussion till August 31, 2002. JOURNAL OF HYDRAULIC RESEARCH, VOL. 40, 2002, NO. 2 215
Analytical solution to seepage problem from a soil channel with a curvilinear bottom
Water Resources Management 15: 1730, 2001. 2001 Kluwer Academic Publishers. Printed in the Netherlands.
DISCUSSIONS AND CLOSURES Discussion of "Generalized
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING / MAY/JUNE 2001 / 189 FIG. 4. Variation of Dimensionless Seepage Loss with b/yn Ratio and
Seepage from a special class of a curved channel with drainage layer at shallow depth