Last change
on this file since 5477 was
5477,
checked in by aclsce, 4 years ago
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- Created CONFIG_DEVT directory
- First import of LMDZOR_V6.2_work_ENSEMBLES working configuration
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File size:
810 bytes
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1 | These calculations are only performed in the non bare soil PFTs ($j>1$), over the vegetated fraction $a_j$. |
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2 | The maximum amount of water that can be added to the interception reservoir is: |
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3 | \begin{equation}\label{eq:interc1} |
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4 | I^\mathrm{add} = I^\mathrm{max} - [I]_\mathrm{old} - E_i \Delta t. |
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5 | \end{equation} |
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6 | The intercepted water amount $I$ is therefore updated with: |
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7 | \begin{equation}\label{eq:interc2} |
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8 | [I]_\mathrm{new} = [I]_\mathrm{old} - E_i \Delta t + \min (a_j P_L (1-f_j) \Delta t, I^\mathrm{add}), |
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9 | \end{equation} |
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10 | where $f_j$ is the fraction of rainfall that cannot be intercepted and necessarily falls to the ground. |
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11 | The throughfall $P_T$ is then calculated with: |
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12 | \begin{equation}\label{eq:interc3} |
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13 | P_T \Delta t = P_L (1-f_j) \Delta t - ([I]_\mathrm{new} - [I]_\mathrm{old}). |
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14 | \end{equation} |
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