lecture 3 - membrane transport Flashcards

1
Q

P-type ATPases

A

phosphorylate themselves (use the phosphorylation of ATP to provide energy to move something from high to low)
eg Na-K pump

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2
Q

Na-K pump

A

3 binding sited for Na and K
K ions larger
Na fits into domains easier
hence 3:2 Na:K stoichiometry

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3
Q
  1. Na enters the channel
  2. conformational change to move N domain across
  3. N domain phosphorylates P domain releasing
    ADP and energy
  4. energy used to shut gate on one side and open gate on other side
  5. Na released
  6. K enters and fills pockets in channels
  7. causes conformational change to release phosphate from P domain through actuator domain
  8. regenerated ATP binds N domain, energy used to open gate
  9. K exits
  10. cycle repeats
A
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4
Q

gibbs donnan effect

A

describes the unequal distribution of permeant ions on either side of a membrane which occurs in the presence of impermeant charged ions

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5
Q

negatively charges proteins hold onto positive ions in the cell which causes

A

low water potential there fore water enters and na/k ATPase lowers the number of dissolved particles in the cell which counter GD effect

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6
Q

if we inhibited na/k pump the cell would

A

burst

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7
Q

secondary active transport

A

transport one solute down a concentration gradient, coupled to the transport of another against concentration gradient

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8
Q

symporters

A

move two things in the same direction
e.g. sodium glucose transporter

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9
Q

antiporter

A

transport of two or more molecules or ions in opposite directions

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10
Q

active transporters

A

ABC transporters, transport small molecules and use ATP as they do it
E.G. CFTR

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11
Q

osmolarity

A

total concentration of dissolved particles in a litre of solution

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12
Q

osmolality

A

the number of dissolved particles per unit mass

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13
Q

1M sucrose has an osmolarity of

A

1 osmolar

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14
Q

1M NaCl has an osmolarity of

A

2 osmolar

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15
Q

1M CaCl2 has an osmolarity of

A

3 osmolar

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16
Q

hypotonic solution (low number of ions)

A

water will move into the cell from high water potential to lower

17
Q

water flow equation

A

Jv (water flow) = Lp(hydraulic water permeability) x
(P) change in pressure

18
Q

concentration difference also has an effect

A

Jv = Lp x solute reflection coefficient x RT(gas constant, temp) x concentration difference

19
Q

solute reflection coefficient = 1

A

the membrane is fully impermeable

20
Q

solute reflection coefficient = 0

A

the membrane in fully permeable