DESIGN OF SMALL DAMS CH. 6 Flashcards
THE REASON EARTHFILL DAM IS THE MOST COMMON TYPE OF DAM BECAUSE ITS CONSTRUCTION INVOLVES USING MATERIALS IN THEIR UNNATURAL STATE WITH MORE PROCESSING
FALSE
THE ESSENTIAL REQUIREMENTS OF THE FOUNDATION FOR AN EARTHFILL DAM IS THAT IT PROVIDE STABLE SUPPORT FOR THE EMBANKMENT UNDER ALL CONDITIONS OF SATURATION AND LOADING AND THAT IT PROVIDES SUFFICIENT RESISTANCE TO SEEPAGE TO PREVENT LOSS OF WATER
TRUE
THE PURPOSE OF GROUTING A DAM FOUNDATION IS TO ACT AS A BINDER AND FILLS IN THE VOIDS IN THE FOUNDATION
TRUE
THE PURPOSE OF TOE DRAINS IS TO GIVE THE OPERATOR AN ELEVATION READING
FALSE
WHAT ARE SOME DISADVANTAGES OF GROUT CAPS
EXCAVATION FOR THE CAP MAY DISTURB (DAMAGE) FOUNDATION
THE METHODS OF TREATING SILT AND CLAY FOUNDATIONS ARE BASED ON THE SOIL TYPE AND LOCATION OF WATER TABLE AND THE DENSITY OF THE SOIL
TRUE
WHY CANT A DESIGNER OF AN EARTHFILL DAM RELY ON THE APPLICATION OF MATHEMATICAL ANALYSIS OR FORMULAS TO DETERMINE THE REQUIRED CROSS SECTION TO THE DEGREE THAT ONE CAN FOR A CONCRETE DAM
ALL OF THE ABOVE
IN REFERENCE TO DAM FREEBOARD MEANS THE VERTICAL DISTANCE BETWEEN THE CREST OF TH EMBANKMENT AND THE RES. WATER SURFACE
TRUE
NAME SOME MATERIALS USED FOR UPSTREAM SLOPE PROTECTION ON EARTHFILL DAMS
ALL ANSWERS
ROCK FOR RIPRAP SHOULD BE HARD DENSE AND DURABLE IT SHOULD BE ABLE TO RESIST LONG EXPOSURE TO WEATHER. WHAT TYP SHOULD BE USED?
A-LIMESTONES
B-SANDSTONES