Understanding Floods | Long-term Streamflow Data Collection (AD)
The USGS is developing methods to improve data collection during floods to gain new insight into the rise and fall of flood waters. In the past, the only data left behind after a flood was how high the water got, or the peak of the flood. This video presents the methodology that hydrologists are using to set up a Continuous Slope-area Reach in remote areas that are inaccessible during floods, providing data on water level every 5-minutes during a flood event. With this new process, USGS hydrologists can more accurately report and measure future flood flows and their effects.
Location Taken: Tucson, AZ, US
- - [Man] The USGS letters and slogan science for a changing world appear in green in a flipping motion, then fade to black. - [Narrator] This video is an introduction to The Continuous Slope-Area Method, also known as the CSA Method. It is presented by Claire Bunch, a hydrologist out of the USGS Arizona Water Science Center. Speaking directly to the camera, Claire sits in the front of the desk with two computer screens and a large topographic map of Arizona on the wall. Throughout the video the footage cuts to visual representations of the topics being discussed. This includes hydrographs, field forms, one and two dimensional flow models, different installation methods based on channel type and aerial imagery used to determine the best placement for continuous slope-area reach. Additionally, there is footage throughout the video showing technicians in the field. They can be seen surveying a dry channel with a hand-held total station GPS unit, as well as downloading data from stage sensors with a laptop, also placing sensors within their steel housing in a dry river channel and pointing out debris lines indicating high-water marks within the channel. - After a flood event we are often left with a lot of questions, such as how high did the water get, what was the total discharge and how does this event compare to past flows. To answer these questions, the USGS and its hydrographers employ a variety of techniques and methods to reconstruct the flow. The Slope-Area Method is a common approach. It allows hydrologists to recreate the peak water surface profile of a flood by using the high-water marks left behind by the flood peak. Because the slope area computation relies on the high-water marks left behind from a flow event, the data it produces is a single point showing stage and discharge at the peak of the flood. While this data is extremely valuable, it doesn't give us a complete picture of a flow event. The USGS has been working to develop a new method to measure streamflow throughout the entire event, providing more robust data during the rise and fall of flood waters. This new method is The Continuous Slope-Area Method. Its' procedure is quite similar to the traditional slope-area method and builds upon this foundation by utilizing three or more continuously recording pressure transducers within a stream reach. These sensors are quite small and can be installed at existing stream gage locations. When these sensors are properly installed they can more accurately document water surface profiles than surveys of high-water marks. What sets this apart from the slope-area method is that the sensors measure the water surface of the stream reach at five-minute intervals, allowing for a complete computation of the flood hydrograph. This method provides a safer alternative to direct discharge measurements while providing discharge data at stream gages that are inaccessible or have no provisions for making flood measurements. When considering the location of a CSA reach there are a few guidelines to follow for best results. You want to choose a straight reach with a stable channel that doesn't undergo frequent scour or fill. Sensors are installed at three or more cross sections that are similar in shape and area for a given discharge. These cross sections should be located at breaks in the water surface slope with a mild contraction in the reach being preferable to expansion. Lastly, there should be at least half a foot of fall between cross sections. Aerial photographs can be very useful when deciding where to install a CSA reach. They can help you identify straighter sections of the channel and get an understanding of vegetation characteristics that may affect your data. If available, you can also look at previous slope-area measurements, which will give you an idea of the cross section characteristics. Additionally, you will want to re-evaluate cross section locations after flow events to verify that there's enough fall between the cross sections and the cross sectional areas are similar. The design of the installation will vary depending on channel composition and anticipated flow intensity. All installations are designed for low disturbance and survivability. This limits debris pileup and draw-down that can reduce the accuracy of the sensor readings. Here we have several examples of installations. One in the sand channel, a bedrock installation, and another in a cobble channel. Within the housing is the data logger, a non-vented pressure transducer that measures the water stage in five-minute intervals. These transducers have the capacity to record five-minute data for up to a year and have an accuracy of three hundredths of a foot. Since the stage sensors are non-vented, a barometer is needed on site to compensate for atmospheric pressure. One barometer at each site is sufficient. After a flow event, you will have to travel to the site to download the data from the sensors. To document that process, we have developed a field form with the necessary information you will need to record. For instance, you will want to document the condition of the sensor, whether it has been buried or has debris piled up around it, the condition of the cross section and any noticeable scour or fill. Additionally, you should compare the clock time reported by the sensor to the laptop time to check for any drift that could have occurred. To account for changes in channel shape surveys are conducted upon installation and after significant flow events. You will need to survey the CSA pin elevations, cross section geometry, high-water marks and gage reference marks. A total station or RTK GPS unit can be used for these surveys. While in the field you will also want to take photographs, noting the location and including something for scale like someone holding a survey rod in the channel. This will help the evaluation of vegetation through time so that the channel roughness can be adjusted as it changes. The CSA method brings a safer and accurate alternative to the hydrographer's toolbox, allowing long-term stream flow data collection to occur in even the most remote locations. The stage data from the CSA gages can also be used to calibrate one and two dimensional models. This may be needed for low gradient channels where the slope area method may produce less accurate discharge data on the rise and fall of the hydrograph. However, the slope-area method would still be used to compute peak discharge. The applications for this new method are promising and by recording discharge data during the rise and fall of a flood event, we can now begin to apply that knowledge and improve current stage discharge ratings. We believe the CSA Method can become a valuable tool to record hydrologic data and we are excited to be able to share it with you. - [Man] For more information on the Continuous Slope-Area Method contact The Arizona Water Science Center at 520-670-3316. - [Narrator] Video produced and filmed by Corey Shaw, narrated by Claire Bunch. Special thanks to Chris Smith, Brandon Forbes, Jeff DeBenedetto, USGS Arizona Water Science Center. Music by Kai Engel, "Modum", www.freemusicarchive.org creative commons license 4.0. The letters USGS and words science for a changing world appear in green.