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AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 1: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 2: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

การประเมินและจัดทํ าระบบแบบจํ าลองกระบวนการช้ันตะกอนแอนแอโรบิคแบบไหลขึ้นในการบ ําบัดนํ ้าเสียจากโรงงานนมและผลิตภัณฑนม

นายไกรชาต ิ ตันตระการอาภา

วิทยานิพนธน้ีเปนสวนหน่ึงของการศึกษาตามหลักสูตรปริญญาวิศวกรรมศาสตรดุษฎีบัณฑิตสาขาวิชาวิศวกรรมสิ่งแวดลอมมหาวิทยาลัยเทคโนโลยีสุรนารี

ปการศึกษา 2546ISBN 974-533-261-5

Page 3: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 4: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 5: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 6: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 7: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!

ไกรชาติ ตันตระการอาภา : การประเมินและจัดทํ าระบบแบบจ ําลองกระบวนการชั้นตะกอนแอนแอโรบิคแบบไหลขึ้นสํ าหรับบํ าบัดน้ํ าเสียจากโรงงานนมและ ผลิตภัณฑนม (PERFORMANCE EVALUATION AND MODELING OF AN UPFLOWANAEROBIC SLUDGE BLANKET PROCESS TREATING DAIRYWASTEWATER), อ.ที่ปรึกษา : ผูชวยศาสตราจารย จงจินต ผลประเสริฐ, Ph.D. 171หนา. ISBN 974-533-261-5

การศึกษาการบํ าบัดน้ํ าทิ้งจากโรงงานนมและผลิตภัณฑนมดํ าเนินการท่ีอุณหภูมิบรรยากาศโดยการใช กระบวนการชั้นตะกอนแอนแอโรบิคแบบไหลขึ้น (UASB) น้ํ าเขาระบบมีคา COD เฉลี่ย938 mg/L ทดลองที ่ 4 ระยะเวลากักเก็บ 12-24 ชั่วโมง เทียบเทากับอัตราภาระบรรทุกอินทรีย 1.01-2.07 kg COD/m3-d เมื่อเขาสูสภาวะสมดุลซึ่งใชระยะเวลาประมาณ 3 เดือน มีการเก็บตัวอยางและวิเคราะห คุณภาพนํ ้าเขาและออกจากระบบเพื่อศึกษาประสิทธิภาพการบ ําบัด พบวามีประสิทธิภาพในการบ ําบัดดังน้ี COD = 66-92%, BOD = 90-97%, TS = 58-82%, TDS = 48-77%, อินทรียไนโตรเจน = 65-83%, และฟอสฟอรัสอินทรีย = 68-95% โดยภาพรวมพบวาระบบ UASB สามารถใชบํ าบัดน้ํ าเสียจากโรงงานนมและผลิตภัณฑนมขั้นแรกไดด ี และมีกาซชีวภาพเปนผลพลอยได ในอัตรา 552 ลิตรตอกิโลกรัมของ COD ที่ใชไป ไมพบวาการเปลี่ยนแปลงอัตราการไหลขึ้นของนํ้ าเขาระบบจะมีผลตอขนาดของเม็ดตะกอนอยางมีนัยส ําคัญทางสถิติ ในการศึกษาการแตกตัวของกรดพบวาในน้ํ าที่ระบายออกจากระบบมีปริมาณกรดแลคติกและโพรไพโอนิกสูง อัตราการเกิดปฏิกิริยาการแตกตัวของกรดอะเซติกไปเปนกาซมีเทนจะเกิดชาหรือเปนขอจํ ากัดของกระบวนการยอยแบบแอนแอโรบิค คาจลนศาสตรของระบบพบวามีคา k, Ks และ Y เปน 13 d-1, 14.73 mg/L and 0.19 gVSS/g COD ตามลํ าดับ การประมาณการเกิดกาซชีวภาพโดยใชแบบจ ําลองคอมพิวเตอรท่ีสรางข้ึนพบวา คาที่ประมาณสอดคลองกับผลการวิเคราะหที่ตรวจวัดไดในหองปฏิบัติการโดยการสอบเทียบการวิเคราะหความไวของแบบจํ าลองพบวา คา KS มีคาความไวมากกวา คา fm

สาขาวิศวกรรมสิ่งแวดลอม ลายมือชื่อนักศึกษา………..…….………….…….ปการศึกษา 2546 ลายมือช่ืออาจารยท่ีปรึกษา……..…….……….….

Page 8: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 9: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 10: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 12: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 13: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 14: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 15: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 16: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 17: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 18: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 19: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 20: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 21: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 59: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 104: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช
Page 105: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 107: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 110: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 111: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

EG

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Page 112: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

EH

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Page 113: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

EM

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Page 114: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

EE

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Page 115: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

ES

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Page 116: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 118: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 120: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 121: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 125: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 129: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 132: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 136: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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!!!

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Page 138: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 139: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 140: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 141: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 142: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 143: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 144: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 145: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!!S

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Page 146: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 147: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!6!

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Page 148: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!66

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Page 149: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 150: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 151: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 166: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 167: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 168: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 169: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 170: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!"F

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Page 171: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!"E

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Page 172: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!"G

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;; = ';2∆ ';' 22 ∆ ';' 2

A2 ∆

"F@ !@ !@@7DG @7@@A@ @7@A D7@D "@CD7AB"E@ !@ DC7DG @7@@A@ @7@A D7!! "!CC7BC"G@ !@ !@F7"G @7@@A! @7@A D7D! "EFD7FF"C@ !@ !@"7DG @7@@A! @7@A !@7@C "CBE7D@"D@ !@ !!@7DG @7@@AA @7@A !@7CG FBAC7FGF@@ !@ !!!7DG @7@@AA @7@A !!7A@ FFDC7AEF!@ !@ !!B7DE @7@@AB @7@A !!7EA FDAC7""FA@ !@ !!A7"G @7@@AA @7@A !!7G@ E@CA7!!FB@ !@ !!A7"G @7@@AA @7@A !!7DA EB!C7ADF"@ !@ !!A7DE @7@@AB @7@A !A7A@ EFCC7!AFF@ !@ !!A7DE @7@@AB @7@A !A7"B ECB"7BCFE@ !@ !!A7DE @7@@AB @7@A !A7EF G@CF7!EFG@ !@ !!"7DE @7@@AB @7@A !B7!! G"G@7BCFC@ !@ !!F7DE @7@@AB @7@A !B7"F GC@A7@EFD@ !@ !!G7"E @7@@AB @7@A !B7CE C!GG7C!E@@ !@ !!G7DE @7@@A" @7@A !"7!E C"DB7BGE!@ !@ !!C7DE @7@@A" @7@A !"7F! CCFB7ABEA@ !@ !!D7"E @7@@A" @7@A !"7C! D!C"7B!EB@ !@ !!D7"E @7@@A" @7@A !F7@F D"CA7DGE"@ !@ !!D7DE @7@@A" @7@A !F7BE DCAG7BFEF@ !@ !A"7DE @7@@AF @7@A !E7A" !@FFD7ABEE@ !@ !AD7"E @7@@AE @7@B !G7@D !!AGC7F"EG@ !@ !""7"E @7@@AD @7@B !D7BE !ADED7!DEC@ !@ !""7DE @7@@AD @7@B !D7G! !B"@F7""ED@ !@ !"F7DF @7@@AD @7@B A@7!" !BCDG7C!G@@ !@ !"G7"F @7@@AD @7@B A@7E" !""F@7FAG!@ !@ !"D7D@ @7@@B@ @7@B A!7AD !F!!B7AGGA@ !@ !"D7DF @7@@B@ @7@B A!7FD !FF"G7!CGB@ !@ !DGB7GD @7@BDF @7BD ACC7!G A!@BEE7BAG"@ !@ AGAB7B! @7@F"F @7F" "@B7@F ADCAFE7"AGF@ !@ ADGB7!C @7@FDF @7FD ""F7DC BB""CA7FBGE@ !@ ADGB7!C @7@FDF @7FD "F!7DA B"B"E!7FBGG@ !@ ADAB7!D @7@FCF @7FC "F@7!G B"EEBA7ADGC@ !@ ACDC7A@ @7@FC@ @7FC "FA7!A BFAEFB7!BGD@ !@ ACDC7A@ @7@FC@ @7FC "FG7DA BE!GFB7"CC@@ !@ ACDC7A@ @7@FC@ @7FC "EB7G! BG@DED7GEC!@ !@ ACDC7A@ @7@FC@ @7FC "ED7F! BC@B@!7DGCA@ !@ ACDC7A@ @7@FC@ @7FC "GF7B! BCDGF@7!!CB@ !@ AGGB7AD @7@FFF @7FF "E@7BG BCA!@B7D@C"@ !@ AEDC7B! @7@F"@ @7F" "FB7BA BC@GCF7DGCF@ !@ AE"C7BC @7@FB@ @7FB "F@7AA BCAED@7GBCE@ !@ AFGB7"@ @7@F!F @7F! ""A7EB BC@EFG7EACG@ !@ AFAB7"A @7@F@F @7F@ "BD7@G BC!DD"7D"CC@ !@ A""C7"D @7@"D@ @7"D "B@7DB BGDAAA7A"CD@ !@ A"AB7F@ @7@"CF @7"C "B!7BC BCBDB@7EB

Page 173: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!"C

2,3.#(!46##$%&'()*+,#-+./'0-#12'3#!A)3#4567#8/09'29H+,:

62%+8%29: '∆ −;< 8%=>?: 2

@;

;; = ';2∆ ';' 22 ∆ ';' 2

A2 ∆

D@@ !@ AB"C7FA @7@"G@ @7"G "AA7GB BC@"E@7FAD!@ !@ AAGB7FD @7@"FF @7"F "!B7GD BGEFFA7C@DA@ !@ AA"C7E@ @7@"F@ @7"F "!B7G" BC@E"B7"GDB@ !@ A!DC7EA @7@""@ @7"" "@C7D" BC@B!E7DCD"@ !@ A!GB7EC @7@"BF @7"B "@C7EF BC"!BA7@!DF@ !@ A!"C7EC @7@"B@ @7"B "@C7AF BCGCBG7"!DE@ !@ A!AB7ED @7@"AF @7"A "@G7GF BD!"BC7C!DG@ !@ A@DC7G@ @7@"A@ @7"A "@G7!F BD"DBB7AADC@ !@ A@GB7G! @7@"!F @7"! "@E7"F BDCB!G7EBDD@ !@ A@AB7GA @7@"@F @7"@ "@@7G@ BDEED@7@G!@@@ !@ !DDC7GC @7@"@@ @7"@ BDD7GE BDDGFE7@"!@!@ !@ !DDC7GC @7@"@@ @7"@ "@B7GF "@GGD!7!B!@A@ !@ !DDC7GC @7@"@@ @7"@ "@G7GF "!FD@E7!C!@B@ !@ !DAB7C@ @7@BCF @7BC BDE7B@ "@C!DA7E!!@"@ !@ !GDC7CD @7@BE@ @7BE BG"7!G BCD!BE7BF!@F@ !@ !G"C7D! @7@BF@ @7BF BEG7AG BCFEB"7!"!@E@ !@ !G"C7D! @7@BF@ @7BF BG@7GG BDB@!"7FB!@G@ !@ !G"C7D! @7@BF@ @7BF BG"7AG "@@"E"7CC!@C@ !@ !EDC7DA @7@B"@ @7B" BEE7DG BDEBA"7C@!@D@ !@ !EGB7DC @7@BBF @7BB BE"7DB BDGGG!7B"!!@@ !@ !E"C7DD @7@BB@ @7BB BEA7GC BDD@FF7AF!!!@ !@ !E"C7DD @7@BB@ @7BB BEE7@C "@EB"B7GC!!A@ !@ !FDD7@@ @7@BA@ @7BA BFC7!C "@!!FC7!E!!B@ !@ !FDD7@@ @7@BA@ @7BA BE!7BG "@CBFB7EC!!"@ !@ !F"D7@A @7@B!@ @7B! BFB7!C "@AEA!7!D!!F@ !@ !FA"7@C @7@B@F @7B@ BF@7F" "@B!!C7"G!!E@ !@ !FA"7@C @7@B@F @7B@ BFB7FD "!@!FD7G!!!G@ !@ !"DD7@D @7@B@@ @7B@ BF@7GD "!@"!D7FB!!C@ !@ !""D7!@ @7@AD@ @7AD B"!7DD "@BF"F7FF!!D@ !@ !""D7!@ @7@AD@ @7AD B""7CD "!@"!"7AC!A@@ !@ !BDD7!A @7@AC@ @7AC BBF7GD "@AD"F7"F!A!@ !@ !BG"7!A @7@AGF @7AG BBA7F" "@ABG@7DE!AA@ !@ !ADD7A@ @7@AE@ @7AE B!G7@@ BCEG"F7@@!AB@ !@ !ADD7A@ @7@AE@ @7AE B!D7E@ BDB!!!7@G!A"@ !@ !A"D7A! @7@AF@ @7AF B@D7C@ BC"!FG7CG!AF@ !@ !!DD7AC @7@A"@ @7A" ADD7CA BG"GG"7"!!AE@ !@ !!"D7AD @7@AB@ @7AB ACD7EA BE"DAB7G!!AG@ !@ !!A"7B@ @7@AAF @7AA ACF7FG BEAEGG7!B!AC@ !@ !@A"7BC @7@A@F @7A@ AEA7A" BBFEED7E!!AD@ !@ !@"D7BA @7@A!@ @7A! AG@7GB B"DABE7AA!B@@ !@ !@A"7BC @7@A@F @7A@ AEE7B" B"EA"!7AB!B!@ !@ !@BE7CC @7@A@G @7A! AG!7EE BFFCGG7"B!BA@ !@ !@A"7BC @7@A@F @7A@ AG@7"" BFEDGE7GE!BB@ !@ DDD7BD @7@A@@ @7A@ AEF7C" BFBFE"7AB

Page 174: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!"D

2,3.#(!46##$%&'()*+,#-+./'0-#12'3#!A)3#4567#8/09'29H+,:

62%+8%29: '∆ −;< 8%=>?: 2

@;

;; = ';2∆ ';' 22 ∆ ';' 2

A2 ∆

!B"@ !@ DG"7"@ @7@!DF @7!D AE!7!" B"DDAF7GF!BF@ !@ DA"7"! @7@!CF @7!C A"D7FD BBED"C7EE!BE@ !@ DG"7"@ @7@!DF @7!D AEF7@" BE@""D7AF!BG@ !@ D"D7"! @7@!D@ @7!D AE@7!" BFEBCG7CG!BC@ !@ D"D7"! @7@!D@ @7!D AEA7@" BE!E@D7E@!BD@ !@ D"!7A! @7@!CC @7!D AE!7EE BEBG@!7EF!"@@ !@ D"@7A! @7@!CC @7!D AEB7AE BECFE!7G!!"!@ !@ DAD7G! @7@!CE @7!D AEA7!C BEDEG!7DG!"A@ !@ DB@7G! @7@!CE @7!D AE"7BA BGFBBG7AD!"B@ !@ DAD7A! @7@!CE @7!D AEF7GF BC@@AD7@E!""@ !@ DAE7G! @7@!CF @7!D AEE7CD BC"BAE7AE!"F@ !@ DAE7A! @7@!CF @7!D AEC7E@ BCD"GA7"C!"E@ !@ DAF7G! @7@!CF @7!D AG@7B! BD"E"D7D"!"G@ !@ DA"7G! @7@!CF @7!C AG!7CG BDDE"A7FG!"C@ !@ DAA7A! @7@!C" @7!C AGA7DC "@"@@B7FA!"D@ !@ DA@7G! @7@!C" @7!C AG"7BG "@CC!F7EF!F@@ !@ DA@7A! @7@!C" @7!C AGE7@E "!"@DE7FD!F!@ !@ D!C7AA @7@!C" @7!C AGG7B@ "!CGA"7FB!FA@ !@ D!G7AA @7@!CB @7!C AGC7CB "ABCAE7DG!FB@ !@ D!"7GA @7@!CB @7!C AGD7D@ "ACAF!7D@

IH% !F"@ !"!!AB7C A7CAA"GE AC7AA ACCEE7BB B!!!A!F@7ED

( )θ'2%+-+'+9'209<'3+0-2'2/. ###J-.'+K<01

-+./'0-0KL0<H%++KK+/'2L+

####J##

%29%?"7BB

?C7!E J GA@#%29H'+M

%+.96 ####J∑ ∆

∑ ∆

22

222'/'/'

J##AA7ACBB7AACEE

####J !@AA7GB##%29H'+M

Aσ ####J A%+.9

22

22A2 6'/'/'

−∑ ∆

∑ ∆

####J AGB7!@AAAA7ACED7B!!!A!F − ####J FEBA!7BB

Page 175: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!F@

A,C,A + ####JA%+.9

A

6σ J

AGB7!@AABB7FEBA!

####J @7@FBC"E

, ####J @7@A""

2,3.#(!47##63+#'-./+-#M'H,(#K0-#")3#456#M<H,=+)/09'.2929=#-+./'0-7

62%+8%29: '∆

−;<8%=>?:

2@

;;; = ';2∆ ';' 22 ∆ ';' 2

A2 ∆

@ @ @7@@@@@ @7@@@@@ @ @F F @7@@@@B @7@@@!B @7@@@EE @7@@BB!@ F @7@@@@B @7@@@!B @7@@!BA @7@!BA!F F @7@@@@B @7@@@!B @7@@!DC @7@ADGA@ F @7@C@@@ @7"@@@! C7@@@!E !E@7@@BAAF F @7@F@@! @7AF@@F E7AF!BEAF !FE7AC"@EBB@ F @7@"@@! @7A@@@G E7@@A! !C@7@EBBF F @7@F@@! @7AF@@F C7GF!D@GF B@E7B!EGEB"@ F @7!ADDD @7E"DDB AF7DDGAA !@BD7CCCC"F F @7@@@@B @7@@@!B @7@@FD" @7AEGBF@ F @7@F@@! @7AF@@F !A7F@AGAF EAF7!BEAFFF F @7@F@@! @7AF@@F !B7GFADDGF GFE7"!"CEBE@ F @7@E@@! @7B@@@" !C7@@AB" !@C@7!"@"EF F @7@E@@! @7B@@@" !D7F@AFBF !AEG7EE"GCG@ F @7@G@@@ @7BF@@A A"7F@!E"F !G!F7!!F!FGF F @7!ADDD @7E"DDB "C7G""GCGF BEFF7CFD@EC@ F @7!!DDD @7FDDDF "G7DDFEC BCBD7EF""CF F @7!ADDD @7E"DDB FF7A""@DAF "EDF7G"GCED@ F @7!EDDG @7C"DCG GE7"CC!EF ECCB7DB"CFDF F @7!ADDD @7E"DDB E!7G"BBDGF FCEF7EAAGE!@@ F @7!GDDG @7CDDCF CD7DCFB CDDC7FB!@F F @7!GDDG @7CDDCF D"7"C"FEF DDA@7CGDBB!!@ F @7!CDDG @7D"DC" !@"7"CA!AF !!"DB7@BBC!!F F @7A@DDE !7@"DC! !A@7GAGG"C !BCCB7ED!!A@ F !@7@@ @7!DDDE @7DDDCA !!D7DGCE" !"BDG7"BEC!AF F !A7@@ @7ABDDF !7!DDGE !"D7DG !CG"E7AF!B@ F !!7@@ @7A!DDE !7@DDGD !"A7DGACB !CFCE7"EGD!GF F E7@@ @7!!DDD @7FDDDF !@"7DD@FF !CBGB7B"EB!C@ F E7@@ @7!!DDD @7FDDDF !@G7DD@AC !D"BC7AF@"!CF F E7F@ @7!ADDD @7E"DDB !A@7ABG!"B AAA"B7CG!"!D@ F E7@@ @7!!DDD @7FDDDF !!B7DCDG" A!EFC7@F@E!DF F F7F@ @7!@DDD @7F"DDE !@G7A"A"DB A@D!A7ACEA@@ F "7F@ @7@D@@@ @7""DDD CD7DDCF !GDDD7GA@F F "7@@ @7@C@@@ @7"@@@! CA7@@!E" !EC!@7BBEAA!@ F F7@@ @7!@@@@ @7"DDDC !@"7DDF!G AA@"C7DCFG

Page 176: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!F!

2,3.#(!47##63+#'-./+-#M'H,(#K0-#")3#456#M<H,=+)/09'.2929=#-+./'0-7#8/09'29H+,:

62%+8%29: '∆

−;<8%=>?:

2@

;;; = ';2∆ ';' 22 ∆ ';' 2

A2 ∆

A!F F B7@@ @7@E@@! @7B@@@" E"7F@CBCF !BCED7B@ACAA@ F B7F@ @7@G@@@ @7BF@@A GG7@@F!G !ED"!7!BG"AAF F B7@@ @7@E@@! @7B@@@" EG7F@CGGF !F!CD7"G""AB@ F !7@@ @7@A@@A @7!@@!@ AB7@ABAB FADF7B"ADABF F !7@@ @7@A@@A @7!@@!@ AB7FABGBF FFAC7@GGGBA"@ F !7@@ @7@A@@A @7!@@!@ A"7@A"A" FGEF7C!GEA"F F !7@@ @7@A@@A @7!@@!@ A"7FA"G"F E@@C7FEAFBAF@ F !7@@ @7@A@@A @7!@@!@ AF7@AFAF EAFE7B!AFAFF F @7F@ @7@!@@A @7@F@!A !A7GGDG@GF BAFC7CAF"!AE@ F @7F@ @7@!@@A @7@F@!A !B7@B@AD BBCG7CGF"AG@ F @7@@ @7@@@@B @7@@@!B @7@BFE" D7EAACAGF F @7@@ @7@@@@B @7@@@!B @7@BEB D7DCAF

IH% AEF AED7"CE" F7BCDG AE7D"CE BFFB7"!AC FBC@D!7A!E

( )θ'2%+-+'+9'209<'3+0-2'2/. ###J-.'+K<01

-+./'0-0KL0<H%++KK+/'2L+

####J##

%29%?G@

?C7!E J A"@#%29H'+M

%+.96 ####J∑ ∆

∑ ∆

22

222'/'/'

J##DF7AE"!7BFFB

####J !B!7CE##%29H'+M

Aσ ####J A%+.9

22

22A2 6'/'/' −

∑ ∆∑ ∆

####J ACE7!B!DF7AEAA7FBC@D! − ####J####AFC@7FECEB

A,C,A + ####JA%+.9

A

6σ J

ACE7!B!FG7AC@

####J @7!"C!D

, ####J @7@FD

Page 177: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!FA

Page 178: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!FB

!""#$%&'(8

9,3:+,1:+*(;#<-.1<

Page 179: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!F"

2,3.#(845#;PN#-+%0L.<#+KK2/2+9/(#QI#3(,-.H<2/#-+'+9'209#'2%+M#8456:#.9,#0-=.92/#

<0.,29=#-.'+#8P?5:7

R9K<H+9'#;PN

8%=>?:

$KK<H+9'#;PN

8%=>?:S#;PN#5+%0L.<

45

6

83:

P?5

8T=;PN>

%B7,: 60'.< U2<'-.'+ 60'.< U2<'-.'+ 60'.< U2<'-.'+

!A A7@G !@BB7G F!C7B@ BF!7!@ AAE7E@ EE7@@ FE7B@

!E !7AC CFB7A EFG7@@ C"7!E B"7GC D@7!@ D"7G@

A@ !7@A CFB7A EFG7@@ EF7G@ AD7@@ DA7B@ DF7E@

A" !7@! !@@E7D C"F7GD !@E7G" "F7BG CD7"@ D"7E@

2,3.#(846###63+#U>V#-.'20#L+-MHM#'3+#&+-/+9'.=+#0K#;PN#-+%0L+,#.'#L.-20HM#-+'+9'209

'2%+M7

456W#3 U>V#-.'20 S#-+%0L.<#0K#;PN

!A @7GB EE7@

!E @7"E D@7!

A@ @7BG DA7B

A" @7FE CD7"

2,3.#(847(#XPN#-+%0L.<#+KK2/2+9/2+M#.'#L.-20HM#3(,-.H<2/#-+'+9'209#'2%+M7

456 R9K<H+9'#XPN $KK<H+9'#XPN S#-+%0L.<

!A FCF7@@ "E7F DA7@F

!E FC@7@@ !D7F@ DE7E@

A@ FC@7@@ !G7"@ DG7@@

A" CF!7AF C"7BF D@7!@

Page 180: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!FF

2,3.#( 84=( 63+# 29K<H+9'# .9,# +KK<H+9'# 0K# 92'-0=+9# /09M'2'H+9'M# .'# +./3# 456M# .9,

92'-0=+9#<0.,29=#-.'+#8Y?5:7

R9K<H+9'W#%=>? $KK<H+9'W#%=>?456

83: 6Y 6ZY YPB))Y P-=7)Y 6Y 6ZY Y4B YPB))Y P-=7)Y

!A AG7"! AG7B @7! AG7B !D7GD !D7G !@7! @7@"E D7E"

!E !D7AF !C7" @7CC !C7" !D7F! !D7!C !E7@G @7BB B7!!

A@ !D7AF !C7" @7CC !C7" !D7AC !D7@D !F7DB @7!D B7!E

A" AA7DG AA7A @7G! AA7A A@7G" A@7FC !F7AA @7!E F7BG

Y0'+[# 6Y# J#60'.<#92'-0=+9

6ZY J#60'.<#Z\3+,.#Y2'-0=+9

YPB)##)YJ#Y2'-.'+#92'-0=+9

P-=)Y# J#P-=.92/#92'-0=+9

2,3.#( 84># # 63+# -+%0L.<# +KK2/2+9/2+M# 0K# 92'-0=+9# /09M'2'H+9'M# .'# +./3# 456M# .9,

92'-0=+9#<0.,29=#-.'+#8Y?5:7

456W#3-Y?5#W

=7Y2'-0=+9>%B),YPB))Y P-=7)Y

!A F"7CA F"7@@ E"7ED

!E AC7CC EA7F@ CB7@G

A@ AB7!@ GC7"! CA7C@

A" AA7D@ GG7"E GF7C"

Y0'+[ YPB)##)YJ#Y2'-.'+#92'-0=+9

P-=)Y# J#P-=.92/#92'-0=+9

Page 181: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

!FE

2,3.#(84?###63+##29K<H+9'#.9,#+KK<H+9'#M0<2,MW#.9,#-+%0L.<#+KK2/2+9/2+M#.'#+./3#456M

/09/+9'-.'209

8%=>?:456

83:

P-=.92/#?0.,29=

5.'+

8T=;PN>%B7,: 6I II QII 6NI QNI

8.:! R9K<H+9'

!A A7@G GFF AB@ FE FAF "@G

!E !7AC !@GF !AG !@" D"C GD@

A@ !7@A !@GF !AG !@" D"C GD@

A" !7@! !@"E AD@ AE@ GFE ECC

8*:###$KK<H+9'

!A A7@G B!A "@7@ A"7D AG! !C@

!E !7AC B!D "D7@ A@7@ AG@ !"@

A@ !7@A ADG "B7@ !G7@ AF" !!E

A" !7@! !CB !B7BB "A7@ !G@ !A"

8/:##5+%0L.<

!A A7@G FC7GA CA7E! FF7G" "C7AF FF7G"

!E !7AC G@7BB E!7"A C@7GG G!7FA CA7AC

A@ !7@A GA7BG EE7!" CB7EF GB7A! CF7BA

A" !7@! CA7F@ DF7"@ CB7CF GG7F! C!7DC

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Page 189: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 190: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 191: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 192: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 193: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 194: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 195: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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Page 197: AN INVESTIGATION AND MODELING OF AN UPFLOW …sutir.sut.ac.th:8080/sutir/bitstream/123456789/... · 2.07 kg COD/m3-d เมื่อเข าสู สภาวะสมดุลซึ่งใช

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