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IB Fieldwork 20.03.09 Background Slides 2 - 4 Syllabus requirements slides 6 - 9  Assessment outline slides 10 - 16 Fieldwork details slide 17 onwards
WETTED  PERIMETER CROSS SECTIONAL  AREA HYDRAULIC  RADIUS The efficiency of the  channel Cross sectional area  --------------------------- Wetted perimater Width  x  2 (depth) The total length of the  bed and bank sides  that comes into  contact with water  in the channel The amount of water  in the wetted  perimeter of the  channel Width  x  mean depth of the channel
ROUGHNESS COEFFICIENT (MANNINGS ‘N’) VELOCITY DISCHARGE The rate at which water moves through the channel V = R (0.67) x S (0.5) ---------------------- n Cross-sectional area  X Velocity The speed of the  water in the channel The frictional force of a river bed and its effect on velocity Discharge -------------- Cross sectional area
 
 
Requirements ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Data collection ,[object Object],[object Object]
[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Higher Level Internal Assessment Criteria ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
A Aims and Hypotheses ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
B Methods of Data Collection ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
C Data Presentation and Processing ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
D Interpretation and Analysis ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
D ctd. Interpretation and Analysis ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
E Conclusion and Evaluation ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
An investigation into how channel  parameters change from source to mouth River Holford
 
 
 
AIM ,[object Object]
LOCATION OF FIELDWORK (see map) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
 
Hypothesis examples… ,[object Object],[object Object],[object Object],[object Object]
Bradshaw model
THEORETICAL REASONING FOR DOWNSTREAM CHANGES ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
CHOICE OF SITES ,[object Object],[object Object],[object Object],[object Object]
DATA COLLECTION ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
 
Flow rate Wetted perimeter Depth Clast shape Clast size Width Limitations of method Justification of method What equipment was used? How? What was measured?
SAMPLING TECHNIQUES ,[object Object],[object Object],[object Object]
DATA PRESENTATION (see graphs) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
DATA PRESENTATION (see graphs) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
STATISTICAL METHODS ,[object Object]
EVALUATION (PARTIAL, TENTATIVE AND INCOMPLETE) ,[object Object],[object Object],[object Object],[object Object]
 
analysis ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
RELIABILITY (PHYSICAL AND HUMAN) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
EXTENSIONS ,[object Object],[object Object],[object Object],[object Object]
 
What we  need to find out  … ,[object Object],[object Object]

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Ib 09 River Holford

  • 1. IB Fieldwork 20.03.09 Background Slides 2 - 4 Syllabus requirements slides 6 - 9 Assessment outline slides 10 - 16 Fieldwork details slide 17 onwards
  • 2. WETTED PERIMETER CROSS SECTIONAL AREA HYDRAULIC RADIUS The efficiency of the channel Cross sectional area --------------------------- Wetted perimater Width x 2 (depth) The total length of the bed and bank sides that comes into contact with water in the channel The amount of water in the wetted perimeter of the channel Width x mean depth of the channel
  • 3. ROUGHNESS COEFFICIENT (MANNINGS ‘N’) VELOCITY DISCHARGE The rate at which water moves through the channel V = R (0.67) x S (0.5) ---------------------- n Cross-sectional area X Velocity The speed of the water in the channel The frictional force of a river bed and its effect on velocity Discharge -------------- Cross sectional area
  • 4.  
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  • 17. An investigation into how channel parameters change from source to mouth River Holford
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  • 30. Flow rate Wetted perimeter Depth Clast shape Clast size Width Limitations of method Justification of method What equipment was used? How? What was measured?
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