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update on overall workflow in tech-note
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docs/source/tech_note/reach_routing.rst

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Overall workflow
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======================
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Overall computation workflow is shown in :numref:`Figure_overall_comp_workflow`.
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Overall computation workflow is shown in :numref:`Figure_overall_comp_workflow`. Starting with runoff depth from netCDF or coupler (e.g. CTSM coupling),
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#. Compute HRU (Hydrologic Response Unit, or simply catchment) mean runoff [m/s], :math:`R_{lat}`, if runoff is given at hydrologic model HRU.
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#. Remap runoff depth [m/s] to river network HRU (Hydrologic Response Unit or simply catchment), :math:`R_{lat}`, if runoff is given at hydrologic model HRU
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#. Convert :math:`R_{lat}` from depth unit to volume (:math:`R_{lat}` times HRU area) to get lateral runoff volume (:math:`q_{lat}`) [m3/s]
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#. Perform overland routing to delay lateral runoff volume.
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#. Perform hillslope routing to delay lateral runoff volume, if travel time of runoff is not counted outside mizuRoute.
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#. Route delayed lateral discharge at each river reach through river network.
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#. Route inflow from upstream and add delayed lateral discharge to routed inflow at each river reach outlet.
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The overland routing is optional, and currently simple unit hydrograph based on gamma distribution is used to delay instantaneous runoff.
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The hillslope routing method currently uses a simple unit hydrograph based on gamma distribution (only one method available) to delay instantaneous runoff.
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See :ref:`Hillslope routing scheme <Hillslope_routing_scheme>`).
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The river reach routing needs to be performed in the order of upstream-to-downstream to complete the routing in the entire network.
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This routing order is internally computed in mizuRoute based on network topology information, ``downSegId`` (immediate downstream reach ID)
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.. _Figure_overall_comp_workflow:
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