A WATER YIELD MODEL FOR SMALL WATERSHEDS.HAAN CT.1972; WAT. RESOURCES RES.; USA; 1972, VOL. 8, NUM. 0001, P. 58 A 69Miscellaneous

ADEQUACY OF HYDROLOGIC RECORDS FOR PARAMETER ESTIMATIONHAAN CT.1972; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; 1972, VOL. 98, NUM. 0008, P. 1387 A 1393Serial Issue

HYDRAULICS OF WATERSHEDS CHARACTERIZED BY DEPRESSIONAL STORAGE.HAAN CT.1967; DISSERT. ABSTR. INTERNATION.; USA; 1967(10), VOL. 28, NUM. 0004, P. 1601 A 1602Miscellaneous

COMPARISON OF METHODS FOR DEVELOPING URBAN RUNOFF HYDROGRAPHS.HAAN CT.1975; IN: NATL. SYMP. URBAN HYDROL. SEDIMENT CONTROL. PROC.; LEXINGTON, KY; 1975; LEXINGTON, KY; OFF. RES. ENG. SERV.; DA. 1975; PP. 143-148; BIBL. 8 REF.; 3 ILL.Conference Paper

MONTHLY STREAMFLOW ESTIMATION FROM LIMITED DATA.HAAN CT.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (ELABORATION PROJETS UTIL. RESSOUR. EAU SANS DONNEES SUFFISANTES. ACTES COLLOQ.; MADRID; 1975),1974, NUM. 0108-PART01, P. 545 A 556Miscellaneous

STATISTICAL METHODS IN HYDROLOGY.HAAN CT.1977; AMES; IOWA STATE UNIV.; DA. 1977; PP. (389P.); BIBL. 13 P.; 106 ILL.; ISBN 081381510XBook

LIMITING LATERAL LOAD ON SHORT RIGID PIER FOUNDATION = CHARGE LATERALE LIMITE SUR UNE FONDATION SUR PIEUX COURT ET RIGIDEWALKER JN; HAAN CT.1974; TRANS. A.S.A.E.; U.S.A.; DA. 1974; VOL. 17; NO 3; PP. 516-517; BIBL. 8 REF.Article

COMMENTS ON A WATER YIELD MODEL FOR SMALL WATERSHEDS BY C.T. HAANHASAN MR; HAAN CT.1972; WAT. RESOURCES RES.; U.S.A. ; 1972, VOL. 8, NUM. 0006, P. 1611 A 1612Serial Issue

GEOMETRICAL PROPERTIES OF DEPRESSIONS IN NORTH-CENTRAL IOWA.HAAN CT; JOHNSON HP.1967; IOWA.STATE.J.SCI; USA; 1967, VOL. 42, NUM. 0002, P. 149 A 160Miscellaneous

CALIBRATING A WATER YIELD MODEL FOR SMALL UNGAGED WATERSHEDS.JARBOE JE; HAAN CT.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0002, P. 256 A 262Serial Issue

RELIABILITY OF PRECIPITATION PROBABILITIES ESTIMATED FROM THE GAMMA DISTRIBUTIONBRIDGES TC; HAAN CT.1972; MONTH. WEATHER REV.; U.S.A.; DA. 1972; VOL. 100; NO 8; PP. 607-611; BIBL. 13 REF.Serial Issue

HYDRAULIC MODEL OF RUNOFF FROM DEPRESSIONAL AREAS.CHAP.1.GENERAL CONSIDERATIONS.2.DEVELOPMENT OF THE MODEL.HAAN CT; JOHNSON HP.1968; TRANS. A.S.A.E; USA; 1968, VOL. 11, NUM. 0003, P. 364 A 373Miscellaneous

A MARKOV CHAIN MODEL OF DAILY RAINFULL.HAAN CT; ALLEN DM; STREET JO et al.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 3; PP. 443-449; BIBL. 8 REF.Article

COMMENTS ON "COMPARISON OF MULTIPLE REGRESSION AND PRINCIPAL COMPONENT REGRESSION PREDICTING WATER YIELDS IN KENTUCKY'" BY C. T. HAAN AND DAVID M. ALLEN. REPLY.KOOPMAN RF; WONG ST; HAAN CT et al.1973; WAT. RESOURCES RES.; U.S.A.; 1973, VOL. 9, NUM. 0005, P. 1479 A 1482Serial Issue