Closed and Open Book Exams of Midterm and Final Exams
Problems and Answers and Codes for Example Problems
in Basic Computational Environmental Fluid Mechanics
Partial Content of Textbook
Viscous Flow, Pipe and Open Channel Hydraulics
Computer Programs in Textbook BCEFMÇÑ À¯Ã¼¿ªÇÐ ¼³°è
Basic Compiler and Source Programs
Basic, Fortran, Java Script¿¡ ÀÇÇÑ ¼³°è |
Àü»ê ȯ°æ À¯Ã¼¿ªÇÐ ÀÔ¹® |
Functions of the Codes |
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Pages |
Pages |
new ex. number old ex. number |
BASIC |
JAVA |
Output |
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8- 9 |
ex1.4-2 ex1.02 |
1.4-2 |
Energy Loss in Sleeve Motion ½½¸®ºê µ¿ÀÛ¿¡¼ÀÇ ¿¡³ÊÁö ¼Õ½Ç |
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11-13 |
ex1.05 |
1.10-1 |
Forces on Droplet in Conical Tube ¿øÃßÇü°ü¿¡ ÀÛ¿ëÇϴ ǥ¸é Àå·Â |
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24-27 |
ex2.09 |
2.5-4 |
Moment on Circular Gate Segment °ü·Î ³¡ ¼ö¹®¿¡ ÀÛ¿ëÇÏ´Â ¸ð¸àÆ® |
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31-34 |
ex3.13 |
3.11-2 |
Flow Out of Slot Ȩ¿¡¼ÀÇ À¯Ãâ À¯µ¿ |
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38-40 |
ex3.27 |
3.11-14 |
Emptying of Reservoir ¼öÁ¶ ºñ¿ì±â |
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48-49 |
ex4.9-2 ex5.15 |
4.9-2, 3 |
Solution of System for Q with Minor Losses ¹Ì¼Ò¼Õ½ÇÀÌ ÀÖ´Â °æ¿ìÀÇ À¯·®¿¡ ´ëÇÑ ÇØ |
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59-61 |
ex5.3-3 ex9.8 |
5.3-3 |
Drainage of Reservoir - 2nd Order Runge-Kutta Method ¼öÀ§ Çϰ ¼öÁ¶¿¡¼ÀÇ ¹è¼ö |
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69-71 |
ex6.5-2 ex11.07 |
6.5-2 |
Solution of Parallel Pipe Problems º´·Ä °ü·Î ¹®Á¦ÀÇ ÇØ |
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74-76 ex6.4-2 |
ex6.6-2 ex11.09 |
6.6-2 |
Reservoir with a Common Juntion ºÐ±â °ü·Î³» À¯µ¿ (Àú¼öÁ¶) |
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77-80 ex6.4-3 |
ex6.6-3 ex11.10 |
6.6-3 |
Pump Reservoir System to Refer to Suction Reservoir and Pump Line ºÐ±â °ü·Î³» À¯µ¿ (Àú¼öÁ¶, ÆßÇÁ, üũ ¹ëºê) |
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84-95 ex6.6-1 |
ex6.8 ex11.12 |
6.8-1 |
Hardy-Cross Loop Balacing Network Program, NET.BAS Hardy-Cross °ü¸Á ÇØ¼® Program |
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121-140 ÇÁ·Î±×·¥ F 6.9.2-1 |
ÇÁ·Î±×·¥ F 6.9.2-1 |
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Linear Pipe Network Model ¼±Çü °ü¸Á ÇØ¼® ÇÁ·Î±×·¥ |
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140-174 ÇÁ·Î±×·¥ F 6.9.2-2 |
ÇÁ·Î±×·¥ F 6.9.2-2 |
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Nonlinear Pipe Network Model ºñ¼±Çü °ü¸Á ÇØ¼® ÇÁ·Î±×·¥ |
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266-268 ex7.5-2 |
ex7.5-2 |
ex7.5-2 ex12.04 |
7.5-1 |
Hydraulic Jump in a Trapezoidal Channel »ç´Ù¸®²Ã ¼ö·Î¿¡¼ÀÇ ¼ö·Â µµ¾à |
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283-292 ex7.10-1 |
ex7.10-1 |
ex7.10-1 ex12.10 |
7.10-1 |
Water Surface Profile in Rectangular and Trapezoidal Channel Á¡º¯·ù¿¡¼ÀÇ ±¸Çü ¹× »ç´Ù¸®²Ã ¼ö·Î³» ¼ö½É °è»ê |
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415-417 I-1 |
2-1 |
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b-2-1 |
Numerical Integration by the Trapezoidal Rule »ç´Ù¸®²Ã °ø½Ä¿¡ ÀÇÇÑ ¼öÄ¡ÀûºÐ |
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415-417 I-1 |
2-1 |
b-2-2 |
b-2-2 |
Numerical Integration by the Simpson's Rule Simpson °ø½Ä¿¡ ÀÇÇÑ ¼öÄ¡ÀûºÐ |
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418-420 I-2 |
3-1 |
b-4 |
b-4 |
Parabolic Integration for Reservoir Area Calculation Æ÷¹°¼± º¸°£¹ý¿¡ ÀÇÇÑ Àú¼öÁö ¸éÀû °è»ê |
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420-422 I-3 |
4-1 |
b-6 |
b-6 |
Critical Depth Calculation by Bysection Method À̺йý¿¡ ÀÇÇÑ ÀÓ°è ¼ö½É °è»ê |
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423-424 I-4 |
5-1 |
b-8 |
b-8 |
Example of Newton-Raphson Root Finding Newton-Raphson¹ý¿¡ ÀÇÇÑ ºñ¼±Çü¹æÁ¤½Ä ÇØ¼® |
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424-426 I-5 |
6-1 |
b-9 |
b-9 |
Regular Falsi Method for Nonlinear Equation Regular Falsi¹ý¿¡ ÀÇÇÑ ºñ¼±Çü¹æÁ¤½Ä ÇØ¼® |
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Turbo Machinery |
ex 6-2 |
6-2 |
6-2 |
Homologous Characteristics in Turbomachinary |
Codes and Data of Pipe Network Modeling Problems
in the Textbook of Professor Brebbia
Linear and Nonlinar Fortran Programs
Open Book Midterm Exam Answers