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Time:2024-10-19 11:51:33 Popularity:2969
A weather station with rain gauge can be checked against a suitable manual collector, but both totals must cover the same observation period and comparable exposure. Record the actual manual reading and emptying times, retrieve the matching automatic interval, and investigate collection and data differences before changing calibration. Agreement in one shower is a field check, not proof of complete measurement accuracy.

A manual collector retains water until it is read and emptied. An automatic gauge can record changes through a logger. Comparing the manual reading with the automatic display's current day total may therefore compare different intervals, even when both gauges are working as intended.
The US National Weather Service description of cooperative observing instruments explains how observers obtain 24-hour precipitation totals using collection instruments. A reported total belongs to an observation period, not automatically to the calendar date printed beside it. Establish the period used by your own comparison.
For your comparison, define the interval by the actual emptying and reading times. Keep the recorded amount with those times. A handwritten date alone can conceal whether a total belongs to the preceding day, the current day or a longer period.

Use a rainfall collector with a known opening and an appropriate calibrated reading arrangement. A convenient open jar with an arbitrary scale is not automatically a rainfall reference. If collected volume is converted to depth, use that collector's area, not the area of the automatic gauge beside it.
Inspect both instruments for obstruction, leakage and overflow. Keep them from sheltering one another or receiving splash and drainage from nearby equipment. A manual gauge below a roof edge and an automatic gauge on a mast are not a meaningful side-by-side comparison simply because they are on the same property.
Record the mounting heights and surrounding objects. Different exposure can produce differences that a sensor adjustment cannot repair. Choose a comparison arrangement appropriate to the project instead of assuming that every gauge should be raised to the wind sensor's height.

Suppose, as an illustrative example, the manual collector was emptied at 09:00 on Monday and read at 09:10 on Tuesday. Compare its amount with the automatic record over those same times. A Monday-midnight-to-Tuesday-midnight total is a different observation, and rain near either boundary can explain a discrepancy.
If automatic records are available only in fixed hourly intervals, an exact comparison with a 09:10 manual reading may not be recoverable. Use a supported finer archive where available or document the unresolved boundary. Do not invent ten minutes of rainfall by assuming an hourly total fell uniformly.
| Manual observation condition | Automatic record to compare | Interpretation |
|---|---|---|
| Read and emptied at the planned times. | Total over the same actual interval. | A defined period suitable for the intended field comparison. |
| Reading delayed into continuing rain. | Total ending at the actual reading time. | Using the planned end time would omit additional collected rain. |
| Visit missed and water retained. | Accumulation across the full period since emptying. | Not a sequence of separate daily manual totals. |
| Collector overflowed or leaked. | Retain the automatic series and flag the manual observation. | The manual amount cannot establish a complete reference total. |

The NiuBoL NBL-W-RS measures collected liquid rain using a tipping mechanism. Water below the next tipping amount can remain in the bucket at the observation boundary. A small difference from a manual collection is not automatically a failed electronic sensor.
| NBL-W-RS item | Specification | Meaning for the comparison |
|---|---|---|
| Rainfall increment | 0.2 mm. | Counted rain changes in discrete increments. |
| Intensity range | 0-4 mm/min. | Keep the intended rainfall conditions within the applicable range. |
| Accuracy statement | +/-4% in the specified indoor static test at 2 mm/min. | Not a universal pass band for every outdoor manual comparison. |
| Output versions | Reed-switch contact, selected voltage outputs or RS485. | Identify the receiver's actual input and rainfall conversion. |
| Operating temperature | 0-50 C. | Do not treat an ordinary liquid-rain check as snow validation. |
Use absolute difference as well as percentage. For example, 0.2 mm is 20% of a 1.0 mm manual amount but only 1% of 20.0 mm. These are arithmetic examples, not NiuBoL field results. A percentage alone can make a small-event disagreement look more informative than it is.

First verify the manual amount and period. Then inspect the collectors and automatic archive. A blocked inlet, spilled manual sample, incorrect pulse factor and missing logger interval require different remedies. Changing the bucket adjustment before these checks can hide the cause.
For a contact-output gauge, verify that the receiving counter counts each tip once and uses the selected increment. For a digital version, identify whether the value is cumulative or interval-based and how resets are handled. RS485 identifies an interface, not a universal rainfall register definition; use the selected instrument's communication information.
Record service-generated tips and water tests separately from natural rain. If the manual collector is left accumulating during a test of the automatic gauge, the two records no longer describe the same input. Keep those periods out of an unqualified natural-rain comparison.
Keep a small comparison log with start and end times, both amounts, absolute difference, instrument condition and any known interruption. Include different rain amounts within the operating conditions relevant to the project. Do not select only the observations that agree.
A persistent ratio can prompt an input-scaling review; differences associated with a changed obstruction prompt an exposure review. These patterns guide investigation, but do not prove a cause on their own. The comparison of tipping-bucket and piezoelectric instruments covers the separate question of different automatic sensing methods.

A manual accumulated amount can help assess automatic totals over matching periods. It cannot reconstruct the minute-by-minute distribution of that rain. Matching a daily collector amount therefore does not validate a short-interval intensity alarm or a flood-warning response.
For a NiuBoL configuration enquiry, identify the rain gauge and output, required reporting interval, reference arrangement and receiving logger. If a formal calibration or acceptance result is required, state its method and criteria separately. A routine manual cross-check should not be presented as an accredited calibration.

Yes, for an accumulated-rain field comparison when the manual instrument is suitable and both records cover matching periods and comparable exposure. It does not by itself validate all intensity, timing or environmental performance.
They must each produce a valid rainfall-depth measurement using their own collection geometry. Do not compare raw volumes or apply one collector's area to the other. Also review exposure and reading uncertainty rather than relying on matching diameters alone.
Use its actual reading time and the known previous emptying time. Retrieve that interval from the automatic archive where possible. If the archive cannot resolve the boundary, record the limitation instead of forcing a precise comparison.
No universal acceptance follows from one increment. Consider the total, residual bucket water, reference reading, exposure and required test conditions. The applicable acceptance method must address these factors.
No. A manual total does not show when the rain fell within the period. Test the required short-interval rainfall quantity and alarm behavior separately using appropriate timing and reference information.
Not before diagnosing it. Check periods, collection, counting and conversion first. An unexplained multiplier can conceal an overflow, blocked funnel or wrong input scale and distort future valid observations.
Use the document matching the installed instrument. The ARS, RS and DRS are separate gauge configurations; their settings and mechanical details should not be interchanged.
Check a weather station with rain gauge by matching the manual collector's actual period to the automatic record. Inspect collection and conversion before adjustment, keep invalid comparisons visible and distinguish total-rain checks from intensity verification. This produces a useful field check without overstating what the comparison proves.
Prev:Research Weather Stations: Align Measurement Times Before Comparing Events
Next:Weather Station for Business: Build a Useful Shift Handover Report
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