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 Programs and Output

 

JAVA Script Programs

 

Basic, Fortran, Java Script¿¡ ÀÇÇÑ ¼³°è

Àü»ê ȯ°æ À¯Ã¼¿ªÇÐ ÀÔ¹®

Functions of the Codes

Pages

Pages

new ex. number

old ex. number

BASIC

JAVA

Output

8- 9

22-23

ex1.4-2

ex1.02

1.4-2

1.4-2

1.4-2

Energy Loss in Sleeve Motion  

½½¸®ºê µ¿ÀÛ¿¡¼­ÀÇ ¿¡³ÊÁö ¼Õ½Ç

11-13

30-32

ex1.05

1.10-1

1.10-1

1.10-1

Forces on Droplet in Conical Tube

¿øÃßÇü°ü¿¡ ÀÛ¿ëÇϴ ǥ¸é Àå·Â

24-27

56-58

ex2.09

2.5-4

2.5-4

2.5-4

Moment on Circular Gate Segment

°ü·Î ³¡ ¼ö¹®¿¡ ÀÛ¿ëÇÏ´Â ¸ð¸àÆ®

31-34

117-122

ex3.13

3.11-2

3.11-2

3.11-2

Flow Out of Slot

Ȩ¿¡¼­ÀÇ À¯Ãâ À¯µ¿

38-40

142-144

ex3.27

3.11-14

3.11-14

3.11-14

Emptying of Reservoir

¼öÁ¶ ºñ¿ì±â

48-49

195-197

ex4.9-2

ex5.15

4.9-2

4.9-2

4.9-2, 3

Solution of System for Q with Minor Losses

¹Ì¼Ò¼Õ½ÇÀÌ ÀÖ´Â °æ¿ìÀÇ À¯·®¿¡ ´ëÇÑ ÇØ

59-61

217-219

ex5.3-3

ex9.8

5.3-3

5.3-3

5.3-3

Drainage of Reservoir - 2nd Order Runge-Kutta Method

¼öÀ§ Çϰ­ ¼öÁ¶¿¡¼­ÀÇ ¹è¼ö

69-71

251- 255

ex6.5-2

ex11.07

6.5-2

6.5-2

6.5-2

Solution of Parallel Pipe Problems

º´·Ä °ü·Î ¹®Á¦ÀÇ ÇØ

74-76

ex6.4-2

255-263

ex6.6-2

ex11.09

6.6-2

6.6-2

6.6-2

Reservoir with a Common Juntion

ºÐ±â °ü·Î³» À¯µ¿ (Àú¼öÁ¶)

77-80

ex6.4-3

255-263

ex6.6-3

ex11.10

6.6-3

6.6-3

6.6-3

Pump Reservoir System to Refer to Suction Reservoir and Pump Line

ºÐ±â °ü·Î³» À¯µ¿ (Àú¼öÁ¶, ÆßÇÁ, üũ ¹ëºê)

84-95

ex6.6-1

264-287

ex6.8

ex11.12

6.8

6.8

6.8-1

Hardy-Cross Loop Balacing Network Program, NET.BAS

Hardy-Cross °ü¸Á ÇØ¼® Program

121-140

ÇÁ·Î±×·¥ F 6.9.2-1

287-351

ÇÁ·Î±×·¥ F 6.9.2-1

 

6.9.2-1

Input Data

 

 

Linear Pipe Network Model

¼±Çü °ü¸Á ÇØ¼® ÇÁ·Î±×·¥

140-174

ÇÁ·Î±×·¥ F 6.9.2-2

287-351

ÇÁ·Î±×·¥ F 6.9.2-2

 

6.9.2-2

Input Data

   

Nonlinear Pipe Network Model

ºñ¼±Çü °ü¸Á ÇØ¼® ÇÁ·Î±×·¥

266-268

ex7.5-2

423-464

ex7.5-2

ex7.5-2

ex12.04

7.5-2

7.5-2

7.5-1

Hydraulic Jump in a Trapezoidal Channel

»ç´Ù¸®²Ã ¼ö·Î¿¡¼­ÀÇ ¼ö·Â µµ¾à

283-292

ex7.10-1

423-464

ex7.10-1

ex7.10-1

ex12.10

7.10-1

7.10-1

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

415-417

I-1

571-582

2-1

b-2-1

b-2-1

 

b-2-1

 Numerical Integration by the Trapezoidal Rule

»ç´Ù¸®²Ã °ø½Ä¿¡ ÀÇÇÑ ¼öÄ¡ÀûºÐ

415-417

I-1

571-582

2-1

b-2-2

b-2-2

I-2

b-2-2

 Numerical Integration by the Simpson's Rule

Simpson °ø½Ä¿¡ ÀÇÇÑ ¼öÄ¡ÀûºÐ

418-420

I-2

571-582

3-1

b-4

b-4

I-4

b-4

 Parabolic Integration for Reservoir Area Calculation

Æ÷¹°¼± º¸°£¹ý¿¡ ÀÇÇÑ Àú¼öÁö ¸éÀû °è»ê

420-422

I-3

571-582

4-1

b-6

b-6

I-6

b-6

 Critical Depth Calculation by Bysection Method

À̺йý¿¡ ÀÇÇÑ ÀÓ°è ¼ö½É °è»ê

423-424

I-4

571-582

5-1

b-8

b-8

I-8

b-8

 Example of Newton-Raphson Root Finding

Newton-Raphson¹ý¿¡ ÀÇÇÑ ºñ¼±Çü¹æÁ¤½Ä ÇØ¼®

424-426

I-5

571-582

6-1

b-9

b-9

I-9

b-9

 Regular Falsi Method for Nonlinear Equation

Regular Falsi¹ý¿¡ ÀÇÇÑ ºñ¼±Çü¹æÁ¤½Ä ÇØ¼®

Turbo Machinery

Turbo Machinery

ex 6-2

6-2

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

 

Linear Program

 

Nonlinear Program

 

Data of the Programs

 

Fortran Compiler

 

Manual of Fortran Compiler

 

 

 

Closed Midterm Exam Answers

 

Open Book Midterm Exam Answers

 

Open Book Final Exam Answers