000 03125nam a2200361 4500
005 20260817163812.0
008 251197 th eng
035 _a.b10100775
099 9 _aAIT Thesis no. 223
100 0 _aSermpol Ratasuk
245 1 0 _aAtmospheric reaeration in the Chao Phya River estuary
260 _aBangkok :
_bAsian Institute of Technology,
_c1968
300 _a171 p.
490 1 _aThesis ;
_vno. 223
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in the Asian Institute of Technology, Bangkok, Thailand.
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1968
520 _aThree different methods were used in an attempt to determine the atmospheric reaeration coefficient of the Chao Phya River estuary. One method of calculation using mean tidal velocities and hydraulic depths was found to be inapplicable to the estuary. In the second method, data obtained in a March 1967 pollution survey were used to calculate the reaeration coefficient by making an oxygen balance. This method, in spite of its many disadvantages, gave more reliable results than those given by the other methods, The third method of in-situ direct measurement using a small polythene sphere gave values of the coefficient lower than those obtained using the oxygen balance method. In the oxygen balance method, BOD and dissolved oxygen data were adjusted to half-tide conditions using chlorinity data. A BOD distribution curve and an oxygen sag curve for each rate of river discharge were plotted and mean local BOD and dissolved oxygen concentrations were determined. Local longitudinal dispersion coefficients were calculated using chlorinity data in the reach of high chlorinity and from hydraulic elements in the reach of low chlorinity. These data were used in solving the oxygen balance equation, developed specifically for the Chao Phya River estuary, using an IBM 1130 computer to obtain local values of the reaeration coefficient. The average value of the reaeration coefficient for the Chao Phya River estuary in the dry season, obtained from the oxygen balance method, was 0.205 per day (base 10) and this value is recommended for future use in pollution control work on the estuary.
650 0 _aWater
_xAeration
700 1 _aPescod, M.B.,
_eChairperson
700 1 _aAckermann, Norbert L.,
_eExamination Committee
700 1 _aArbhabhirama Anat,
_eExamination Committee
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 223
907 _a.b10100775
_bmnait
_cv
902 _a260629
998 _b3
_c951012
_dm
_ea
_fv
_g0
945 _lmnait
945 _lmnarc
942 _c20
942 _c40
909 _aBarcode : 30050003093456
_bCREATED : 1994-05-16
_cRECORD # : i10111578
_dLPATRON : 1012032
_eLCHKIN : 1999-01-04
_f# RENEWALS : 0
_g# OVERDUE : 0
_hIUSE3 : 0
_iTOT CHKOUT : 1
_jTOT RENEW : 0
909 _aBarcode : 30050160114079
_bCREATED : 2016-07-04
_cRECORD # : i12929244
_dLPATRON : 0
_eLCHKIN : -
_f# RENEWALS : 0
_g# OVERDUE : 0
_hIUSE3 : 0
_iTOT CHKOUT : 0
_jTOT RENEW : 0
999 _c9815
_d9815