{
    "document_id": 11809,
    "page": 119,
    "width_pt": 612,
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    "pipeline_version": "paddleocr-vl-1.6+paul-48",
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        "heading": 1,
        "text": 3
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    "items": [
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            "id": "p119.1",
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            "bbox": {
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            "text": "POST DEV NOAA 24-hr D 100 YEAR Rainfall=9.48\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 83",
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        {
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            "type": "heading",
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            "text": "Summary for Reach 10: COMPOSITE",
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            "text": "[40] Hint: Not Described (Outflow=Inflow)"
        },
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            "bbox": {
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            "text": "Inflow Area = 2.340 ac, 64.96% Impervious, Inflow Depth > 2.98\" for 100 YEAR event\nInflow = 3.71 cfs @ 12.31 hrs, Volume= 0.581 af\nOutflow = 3.71 cfs @ 12.31 hrs, Volume= 0.581 af, Atten=0%, Lag=0.0 min"
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            "text": "Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs"
        },
        {
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            "type": "caption",
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            "text": "Reach 10: COMPOSITE",
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                "block_label": "chart",
                "embedded_text": "Hydrograph\nInflow\n4 3.71 cfs Outflow\n3.71 cfs\nInflow Area=2.340 ac\n3\n(cfs)\n2\nFlow\n1\n0\n5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20\nTime (hours)"
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