RECHARGE STUDIES FOR A BASIN USING MATHEMATICAL MODEL.SATISH CHANDRA; PANDE PK.sdIN: WATER HUM. NEEDS. WORLD CONGR. WATER RESOUR. 2. PROC.; NEW DELHI; 1975; NEW DELHI; INST. WATER RESOUR. ASSOC.; DA. S.D.; VOL. 3; PP. 205-211; BIBL. 9 REF.; 4 ILL.Conference Paper

DRAG ON BAFFLE WALLS IN HYDRAULIC JUMPTYAGI DM; PANDE PK; MITTAL MK et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1978; VOL. 104; NO 4; PP. 515-525; BIBL. 6 REF.Article

EFFECT OF CROSS-SECTIONAL SHAPE ON LONGITUDINAL DISPERSION IN OPEN CHANNEL.SUSHIL KUMAR; PATHAK SK; PANDE PK et al.1977; J. INSTIT. ENGRS (INDIA) CIV. ENGNG DIV.; INDIA; DA. 1977; VOL. 57; NO 6; PP. 299-302; BIBL. 11 REF.Article

FLOW PAST FENCE IN TURBULENT BOUNDARY LAYERPANDE PK; PRAKASH R; AGARWAL ML et al.1980; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 191-207; BIBL. 24 REF.Article

STUDY OF THE TURBULENT NEAR WAKE OF A FLAT PLAT.AGRAWAL ML; PANDE PK; PRAKASH R et al.1977; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1977; VOL. 15; NO 5; PP. 740-743; BIBL. 16 REF.Article