River heat flux (HF) regime has been significantly affected by anthropogenic activities and climate variation, and it is of great significance to deeply explore intrinsic driving mechanisms and ecological effects. This study uses the middle reaches of the Yangtze River as its research area and, by constructing the wavelet model and the IHA-RVA model, quantifies the evolution mechanism and internal law of ‘flow- water temperature (WT) – HF’ over the past four decades and investigates the effects of Three Gorges Dam on the ecological reproduction of ‘four major Chinese carp’. The results show that, (1) flow and WT have three change cycle scales; the overall hydrologic variations of flow and WT were 64% and 62%, respectively, close to high variation. (2) The overall HF shows a decreasing trend from 1983 to 2019, with significant changes in HF in spring and winter regulated by the Three Gorges Reservoir; the basin flow-WT-HF relationships exhibit a hysteretic pattern, with the maximum WT occurring one month after the peak HF and flow. (3) The ‘four major Chinese carp’ natural breeding season is closely related to the time when the WT reaches 18 °C; HF is a vital habitat factor that influences fish spawning and reproduction.

  • Analysis of flow and water temperature changes in the upper reaches of Yangtze River based on wavelet analysis and IHA-RVA model.

  • Variation of heat fluxes in the upper reaches of the Yangtze River around 2003.

  • Heat flux is one of the important influencing factors on the spawning output of four major Chinese carp, and the suitable heat flux range for spawning of four major Chinese carp is identified.

Graphical Abstract

Graphical Abstract
Graphical Abstract

In recent years, river flow and water temperature (WT) have been impacted by global warming and the construction of hydraulic engineering structures (Guo et al. 2022a, 2022b, 2022c; Yang & Xing 2022; Yin et al. 2022), and the river heat flux (HF) situation has undergone a significant transformation. Changes in HF and their ecological and environmental impacts have been a hot topic of interest for many scholars (Lammers et al. 2007; Yang et al. 2021). HF is the flow of heat energy or the quantity of heat that passes through a unit area per unit time (Tananaev et al. 2019). HF is mathematically defined as a function of flow and WT, which are two important water environment parameters, and since both directly (or indirectly through a combination) reflect the physical properties and thermal conditions of the water environment, HF helps to characterize the response of rivers to climate change. Changes in river flow and WT can limit the health of river ecosystems by affecting their metabolism and productivity, destroying habitat conditions in fish habitats (P. Zhang et al. 2019; H. Zhang et al. 2019; W. H. Zhang et al. 2019; C. Zhang et al. 2021; J. Zhang et al. 2021; P. Zhang et al. 2021), and interfering with the energy exchange, growth rate, and reproductive cycle of aquatic communities (Wang et al. 2014; P. Zhang et al. 2019; H. Zhang et al. 2019; W. H. Zhang et al. 2019). Consequently, it is essential to analyze the patterns of temperature and flow variation in river water and to quantitatively comprehend the patterns of HF characteristics.

With the development and construction of large reservoirs, many methods and models have been developed by scholars for the study of river flow and water temperature variations. For example, the Mann-Kendall trend test is often used to examine trends in hydro meteorological long time series, which has the advantage of being independent of outliers and does not need to satisfy a specific probability distribution (Jiang et al. 2020). However, this method is affected by the autocorrelation of data itself and needs improvement. Periodic change detection methods are mainly various forms of wavelet analysis, which can detect the periodicity of meteorological and hydrological elements (Xu et al. 2013; Durocher et al. 2016). Morlet complex wavelets have better localization in both time and frequency domains, and complex wavelets have more advantages than waves in real form in applications (Briciu 2014). For the evaluation of the river hydrological situation, Richter et al. (1996) initially constructed a system of indicators of hydrological alteration (IHA) to describe the alteration of river hydrological status; in 1997, they also introduced the range of variability approach (RVA) to quantitatively describe the impact of water conservancy construction on rivers, which provides a basis and management for river ecological management.

Numerous scholars are currently studying river heat fluxes. Yang et al. (2021) determined the seasonal cycles of flow, WT, and HF in the Yukon and Mackenzie River basins and discovered that similar seasonal cycles of flow and WT exist in both basins, i.e., the rivers have the highest flow in June/July and the highest WT in July/August, thereby enhancing our understanding of thermal conditions and heat transfer in northern Canadian rivers. Magritsky et al. (2018) studied the flow and HF changes of the Lena River in Siberia over the last 30 years to better understand the drivers of changes in river HF conditions. He discovered that climatic factors increased lower Lena River runoff by 41.7 km3 and HF by 0.8 × 1015 kJ per year. In addition to climatic factors, human activities are a significant cause of changes in HF. The operation of the Three Gorges Reservoir (TGR), which is ‘clear and muddy’ after the construction of the Three Gorges Dam (TGD) (Jin et al. 2010), has a significant impact on the seasonal and intra-annual distribution of heat fluxes in the Yangtze River's middle and lower reaches. That is, the summer flow decreases and the annual proportion of HF decreases, whereas the winter flow rises and the annual proportion of HF rises (Li & Li 2011). Georgiadi et al. (2017) studied the HF variability of the Yenisei River, one of the largest rivers in Siberia, over the past two decades. They discovered that anthropogenic factors (primarily related to the operation of the reservoir system) caused a 12% decrease in the average long-term HF of the Yenisei River over the entire observation period. In summary, previous research on heat fluxes has primarily focused on the variation patterns of heat fluxes and the evaluation of their driving forces, whereas the impact of HF situation changes on river ecology, particularly aquatic organisms, has been relatively understudied.

The middle stages of the Yangtze River are an important flow portion that connects the upper and lower reaches of the river, and several big water conservation projects have been constructed on the main stream. Simultaneously, there are key fish breeding areas, such as the ‘four major Chinese carp’ in the Yichang River's middle reaches, which is exceptionally rich in fish resources (Shaoping et al. 2005). The Three Gorges Project is a massive hydropower project that has significantly altered the hydrological and hydrothermal conditions in the Yangtze River's middle reaches, affecting the suitability of fish habitat (Dang et al. 2018). According to the current research, hydrological variables such as WT and flow are significant drivers of fish spawning and reproduction. Appropriate WT is required for the development of fish gonads and is a crucial factor in ensuring the hatching of fish eggs and embryos. Fish survival and reproduction require adequate river flow, a decent habitat environment, and sufficient nutrients (Chen et al. 2014; C. Zhang et al. 2021; J. Zhang et al. 2021; P. Zhang et al. 2021).

Prior studies on the ecological environment of the Yangtze River basin focused on the analysis of water heat potential and hydrological conditions and their effects on fish reproduction, but few researchers have examined the changes in heat fluxes in the Yangtze River and their impacts on fish reproduction (Guo et al. 2021; C. Zhang et al. 2021; J. Zhang et al. 2021; P. Zhang et al. 2021). Therefore, our study proposes a new approach to explore the HF variation characteristics from a new perspective of the river HF situation. The main objective of this study is to apply various methods and models to characterize and quantify the evolution of heat fluxes in rivers and to investigate the effects of heat fluxes on fish spawning and reproduction. To achieve this goal, this study: (1) analyzes the flow and WT variation characteristics of the entire upstream of the Yangtze River and the degree of change of hydrological indicators under the influence of the TGD construction using the Mann-Kendall test method, wavelet analysis, and IHA-RVA model; (2) calculates heat fluxes and analyzes the evolution of heat fluxes; and (3) uses correlation analysis and Sturge's rule to explore the relationship between spawning and reproduction and HF changes in the Yichang River section of the ‘four major Chinese carp’. This is important to further develop the nature evaluation system, maintain the ecological health of rivers and the biosecurity of river aquatic organisms, and reduce the unfavorable ecological environment.

Study area and data

The Yangtze River originates from the Tanggula Mountains on the Tibetan Plateau and is the longest river in China (Lu et al. 2021). The upper reaches of the Yangtze River are the section of the system above Yichang Station (Figure 1), with a total length of 4,503 km, accounting for 71.4% of the full size of the Yangtze River, and a basin area of about 100.51 × 104km2, flowing through Tibet, Sichuan, Chongqing, Hubei, and other provinces and cities. The watershed is located between 90°30′–111°17′E and 24°28′–35°46′N, between the transition zone of the first and second steps in China; the landform type is extremely rich, there are mainly mountains, mountain plains, hills, basins, and inter-mountain basins. The terrain is high in the west and low in the east, and the elevation is about 400–5,100 m (Chen & Wang 2019). The climate type of the basin is complex and diverse, mainly with highland mountain climate, tropical monsoon climate and subtropical monsoon climate; the average annual temperature is around 12 °C. There is abundant precipitation: the average precipitation for many years is between 800 and 1,600 mm (Wu et al. 2021), precipitation during the year is mainly concentrated in May–September, less in winter and spring; its spatial distribution is also extremely uneven, gradually decreasing from southeast to northwest. The research topic Yichang Hydrological Station is a critical operating station in the Yangtze River's middle and higher reaches, as well as the division between the upper and middle reaches of the 44 km upstream of the TGD. Since the Yichang Hydrological Station controls the huge 1.0 × 106 km2 area in the upper reaches of the Yangtze River, it can respond directly to changes in water flow and temperature in the upper reaches of the Yangtze River (Guo et al. 2022a, 2022b, 2022c; Tao et al. 2020). For data analysis, this work uses the long-term series of Yangtze River Yichang Hydrological Station flow and water temperature data. The Yangtze River Basin Hydrological Annual Report (1956–2019) and the Yangtze River Water Resources Commission(http://www.cjw.gov.cn/) provided daily average flow and water temperature data.
Figure 1

Study area map (The map was generated with data available from the Chinese Geospatial Data Cloud using ESRI's ArcGIS (version 10.1; http://www.gscloud.cn/)).

Figure 1

Study area map (The map was generated with data available from the Chinese Geospatial Data Cloud using ESRI's ArcGIS (version 10.1; http://www.gscloud.cn/)).

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The Yangtze River is teeming with diverse species. According to incomplete figures, there are two species of freshwater whales, 424 kinds of fish, more than 1,200 types of phytoplankton, and 753 species of zooplankton. There are 1,008 species of benthic animals and about 1,000 species of aquatic higher plants. There are wild animals under critical national protection such as sturgeon, white sturgeon, and Chinese sturgeon, as well as crucial economic fish such as ‘four major Chinese carp’ (FMCC) (Chen et al. 2020). This paper examines FMCC, also known as Mylopharyngodon piceus, Ctenopharyngodon idellus, Hypophthalmichthys molitrix, and Aristichthys nobilis, which is a significant component of the Yangtze River system's fish resources. The main reasons for choosing the FMCC as representative fish are: (1) The FMCC are important economic fish in the Yangtze River, and they are also good examples of drifting egg-producing fish and migratory fish in rivers and lakes. Fish in the lower parts of the river tend to reproduce in the same ways (Zhang et al. 2022); (2) The breeding of the FMCC has relatively strict requirements for the hydrological situation of the river (Bai et al. 2013); (3) The monitoring data of the FMCC in the Yangtze River are the most abundant, with the exception of the Chinese sturgeon. The natural reproduction data of the FMCC species before the TGR impoundment were obtained from the ecological and environmental monitoring bulletin of the Yangtze River Three Gorges Project and related literature, and the natural reproduction data of the FMCC species after the Three Gorges impoundment were obtained from the in situ monitoring data of the Jianli section (Chen 2013; B. Li et al. 2021a; Z. D. Li et al., 2021).

Mann-Kendall test method

The Mann-Kendall (M-K) trend test is a common method for studying trends in meteorological and hydrological data on long time scales. It can effectively distinguish whether there are significant trends in meteorological and hydrological processes (Jiang et al. 2020). It has exceptional applicability to the analysis of non-normally distributed hydrometeorological data since the data does not need to conform to a particular distribution and is not affected by a few outliers. Please refer to the corresponding references for the calculation process (Guo et al. 2022a, 2022b, 2022c).

Wavelet analysis

In the early 1980s, Morlet proposed a wavelet analysis with a time-frequency multi-resolution function that improved the study of time series issues and could reveal the various change cycles concealed in the time series. This wavelet analysis can also qualitatively estimate the future development trend of the system and fully reflect the changing pattern of different time scales (Briciu 2014).

Wavelet analysis refers to a class of oscillating functions that can rapidly decay to zero, and perhaps a wavelet function φ(t) ∈ L2(R) that satisfies the conditions:
(1)
In the formula, φ(t) is the base wavelet function, which can form a family of function systems through scaling of the scale and comments on the time axis:
(2)
In the formula, φa,b(t) is the sub-wavelet, and if φa,b(t) is the sub-wavelet given by formula (2), for a given energy-limited signal f (t) ∈ L2(R), its continuous wavelet function is:
(3)
where Wf(a,b) is the wavelet transform coefficient; f (t) is a signal or square-integrable function; a is the scale factor, reflecting the period length of the wavelet; b is the translation factor, reflecting the translation in time; is the complex conjugate of .

IHA-RVA method

Richter et al. (1997) developed the range of variability approach (RVA) in 1997. It is based on the Index of Hydrological Alteration (IHA) and employs the established ecohydrological index to assess the changes in the hydrological regime of rivers impacted by human activities (Richter et al. 1996) (Table 1). To quantify the degree of change after the index is perturbed, the following formula is utilized:
(4)
(5)
where: Di is the hydrological degree of alteration of the i IHA indicator, Noi and Ne are the actual and desired number of years that fall within the RVA target threshold after the hydrological indicator alteration; r is the proportion of the IHA falling within the RVA target threshold before the disturbance; NT is the total number of years after the hydrological indicator alteration.
Table 1

Indexes of IHA

GroupIHA parametersParameter index description
Median month Median monthly flow/water temperature 
Annual pole size Annual average 1, 3, 7, 30, 90 d minimum and maximum flow/water temperature, baseflow index 
Time of occurrence of annual extreme value condition The date on which the maximum and minimum 1 day of the year occurs (Roman day) 
Frequency and duration of high and low pulses Number of high and low pulses per year and average of pulse durations 
Rate and frequency of alteration in conditions Median annual values of increase (rate of increase) and decrease (rate of decrease) and number of reversals 
GroupIHA parametersParameter index description
Median month Median monthly flow/water temperature 
Annual pole size Annual average 1, 3, 7, 30, 90 d minimum and maximum flow/water temperature, baseflow index 
Time of occurrence of annual extreme value condition The date on which the maximum and minimum 1 day of the year occurs (Roman day) 
Frequency and duration of high and low pulses Number of high and low pulses per year and average of pulse durations 
Rate and frequency of alteration in conditions Median annual values of increase (rate of increase) and decrease (rate of decrease) and number of reversals 
The overall hydrological change degree Do can be calculated by the following method: take the average value of the change degree of 32 IHA indicators to evaluate the overall change of the river ecological environment, but this will not reflect the weight of each indicator. To reflect the weight of each indicator, this paper assigns a greater weight to the indicator with the larger Di value and calculates Do using the following formula:
(6)

Among them, n denotes the number of indicators, and Do values between 0 and 33% are defined as unchanged or low-level changes (L), 33%–67% as moderate changes (M), and 67%–100% as high changes (H).

Heat flux

Heat flux (HF) is the amount of heat flowing through a unit area per unit time, which is further divided into latent HF and sensible HF. Net shortwave radiation flux is the dominant heat gain component, while latent HF is the dominant heat loss (Benyahya et al. 2012). The calculation formula of river HF value is as follows (Tananaev et al. 2019):
(7)
where HF is the total monthly heat flow relative to the freezing point of water (106MJ); Q is the monthly average flow (m3/s); WT is the monthly mean water temperature (°C); N is the number of days in a given month; Cp is the specific heat of river water 4.184 J/(°C·g); ρ is density of water. The constant 86,400 represents the number of seconds in a day. The density of water varies with temperature, in the range of 0–20 degrees Celsius water temperature; it changes very little, and the density of water in this paper is selected as ρ = 1 × 106g/m3. Heat transfer from sediments and other debris in river water is difficult to quantify and is therefore not considered in this analysis.

The amount of heat storage in a body of water is determined by the numerous heat exchanges between the water storage body and the surrounding media (atmosphere, soil at the bottom of the reservoir, inflow, outflow, etc.). The heat entering the water body mainly includes the heat input by the inflow, the solar short-wave radiation heat, the atmospheric long-wave radiation heat, the heat released by the condensation of water vapor, and the heat input by the direct precipitation. The heat loss of the water body includes the heat loss caused by the outflow output heat, the water surface reflection, the water surface long-wave radiation, the heat consumption of the water surface evaporation, and so on (Song & Jing 2015).

Sturges’ rule

In the early 20th century, the German statistician Herbert Sturges proposed a method (now known as Sturges’ rule), Sturges’ rule is a rule for determining how wide to choose bars (i.e. of the bins) when visually representing data by a histogram. In order to segment the heat flux data, their intervals are generally calculated using Sturges' rule for the optimal interval, which is calculated as (Guo et al. 2021):
(8)
where: I is the optimal interval size, R is the range of variation of hydrological elements, and N is the number of spawning.

Flow and water temperature characteristics

Trends evolution characteristics

Figure 2 shows that the flow rate of Yichang Station generally showed a downward trend from 1956 to 2019, with the trend rate of flow decline being 174 m3/s/10 years, and the downward trend was not obvious. The flow went through four stages of ‘rise – fall – rise – fall’ from the early 1960s to the end of the 1970s, with relatively stable inter-annual variation from 1980 to 1996, a sharp rise followed by a sharp fall from 1997 to 2006, and after 2007, the inter-annual flow showed an upward trend in fluctuations, with relatively stable overall changes. In addition, the M-K method was employed to examine the trend of the annual average flow. The results indicated that the flow test statistic was −1.4, indicating a decreasing trend in the annual average flow at Yichang Station, but the statistic was less than the critical value of 1.96 at the 0.05 level of significance. There is no trend in average annual flow over the long term.
Figure 2

Inter-annual variation of flow and water temperature at Yichang Station from 1956 to 2019 (the highest flow in 1998, the lowest in 2006; the highest water temperature in 2006, the lowest water temperature in 1989).

Figure 2

Inter-annual variation of flow and water temperature at Yichang Station from 1956 to 2019 (the highest flow in 1998, the lowest in 2006; the highest water temperature in 2006, the lowest water temperature in 1989).

Close modal

From 1956 to 2019, the WT of Yichang Station generally showed an upward trend, and the trend rate of WT rise was 0.2 °C/10 years. The average WT before the Three Gorges impoundment (before 2003) was 18 °C, and the WT in 1956–1970 and 1981–1990 was lower than the average, and the WT was low. Since the early 1990s, the WT has generally shown an upward trend, and the annual WT has been higher than 18 °C except in 1996. The M-K method was further used to test the trend of annual average WT and the results showed that the WT test statistic was 6.5, indicating that the annual average WT was increasing; it passed the 99% significance test indicating that the annual average WT was increasing significantly. We conclude that the continuous rise of WT at Yichang Station is mainly due to the influence of climate warming and the regulation and storage of the TGR.

Periodic evolution characteristics

The Morlet wavelet analysis method, which is commonly used in the hydrometeorological analysis, is selected to analyse the annual average flow and the periodic evolution of WT at the Yichang hydrological station of the Yangtze River. MATLAB software is used to process the data and draw the wavelet contour map.

The multi-time-scale features of the flow evolution process are visible in Figure 3(a). Generally speaking, there are mainly three scales of change cycles of 25–31 years, 12–15 years, and 5–7 years on the large time scale in the flow evolution process of Yichang Station. The 25–31-year cycle oscillation is the most significant, with flows undergoing eight alternating cycles from low to high abundance on that large time scale. Analysis of the period between 12 and 15 years reveals that the flow has experienced 12 high and low fluctuations. During the entirety of the analysis period, the periodic changes of the above-mentioned scales are extremely stable and global; the flow alternating between high and low is more frequent and volatile in the small-scale period of 5–7 years. On this small scale, it consists of three main steps. Before 1980, the cycle change was relatively stable; between 1980 and 1996, it was obscure; after 2000, it was stable.
Figure 3

Flow wavelet analysis (a) and water temperature wavelet analysis (b).

Figure 3

Flow wavelet analysis (a) and water temperature wavelet analysis (b).

Close modal

As shown in Figure 3(b), the evolution of WT has multi-time scale features, and the periodic change of WT is completely different from the flow. The evolution of WT at Yichang Station consists primarily of three scales of change cycles: 19–23 years, 9–13 years, and 5–8 years. The curve is not closed over the 30–32-year period, indicating that the periodic variation law has not been reached. The 19–23-year cyclic oscillation is the most significant of these three scales of cyclic variation, and on this large time scale, the WT undergoes 10 cycles of low-to-high alternation. the analysis of the period between 9 and 13 years reveals that the WT has experienced 14 cycles of low to high temperatures. During the entirety of the analysis period, the periodic changes of the above-mentioned scales are extremely stable and global; The WT alternated and fluctuated more frequently over a small-scale period of 5–8 years. On this small scale, it is separated primarily into two stages. Before 1980, the cycle change was not obvious, and after 1980, the cycle change was stable.

Quantitative assessment of hydrological regime change

In this paper, the representative year of 2003 (when the Three Gorges Project was put into operation) was used as the abrupt change year, the flow and WT data of Yichang Station from 1983 to 2019 were used as the basis for change degree analysis, and the degree of hydrological variability of Yichang Station was measured using the IHA-RVA method (Figure 4). According to Figure 4(a), there are three indicators of high variation, five indicators of moderate variation, and four indicators of low variation in the first group of monthly median flows, with an overall variation of 54% (moderate variation). In the second group, there are six signs of high variation in annual extreme flow, two indicators of moderate variation, and three indicators of low variation, for a total variation of 73% (high variation). The third group of annual minimum flow occurs at a high degree of variation and the maximum flow occurs at a low degree of variation, with an overall variation of 62% (moderate variation). The fourth group of low-flow pulses had a high degree of variation in both frequency and duration, and the high-flow pulses had a low degree of variation in both frequency and duration, with an overall variation of 56% (moderate variation). The fifth group of rising water rate is high variation, receding water rate is moderate variation, the number of reversals is high variation, and the overall degree of change is 74% (high variation). The overall degree of change of the 32 indicators in the five groups is 64% (close to the high degree of variation), indicating a significant variation in flow at Yichang Station around 2003.
Figure 4

(a) Variability of flow hydrological indicators; (b) Variability of water temperature hydrological indicators.

Figure 4

(a) Variability of flow hydrological indicators; (b) Variability of water temperature hydrological indicators.

Close modal

According to Figure 4(b), the first group of monthly median WT was high variation in seven indicators and low to medium variation in five indicators, with an overall variation of 72% (high variation). In the second group, there were five indicators of high variation in yearly extreme WT, four indicators of moderate variation, and two indicators of low variation, for a total variation of 63% (near to high variation). The time of occurrence of the minimum WT in the third group was high variation and the time of occurrence of the maximum WT was moderate variation, with an overall variation of 56% (moderate variation). The fourth group of high WT pulses had a moderate variation in frequency and duration, and the low WT pulses had a low variation in frequency and duration, with an overall variation of 40% (moderate variation). The fifth group had a moderate variation in both temperature increase and temperature decrease rates, a low variation in the number of reversals, and an overall variation of 37% (low variation). The overall degree of variation of the 32 indicators in the five groups is 62% (near to high variation), indicating a significant change in WT at Yichang Station around 2003.

Heat flux regime

Seasonal evolution characteristics of heat flux

The seasonal heat fluxes from 1983 to 2019 were divided into two periods: 1983–2002 and 2003–2019 (based on the operation time of the TGD), and the HF model was used to process the data and plot the seasonal HF changes at Yichang Station.

The statistical results show that the overall HF from 1983 to 2019 showed a downward trend, and the HF after 2003 was lower than the multi-year average. The specific change trend of each season can be seen from Figure 5. In the past 40 years, the spring HF of Yichang Station generally showed an upward trend, especially after the Three Gorges impoundment in 2003, the spring HF increased significantly, and the trend rate was 1.6 × 109MJ. The changing trend of HF in winter is consistent with that in spring, showing an overall upward trend, with a significant upward trend after 2003, with a tendency rate of 1.4 × 109MJ. The HF in autumn generally showed a downward trend, and there was little difference between the two periods before and after water storage. The trend rates were −1.0 × 109MJ and −0.8 × 109MJ, respectively. The changing trend of summer HF before impoundment in 2003 showed an upward trend and a downward trend after impoundment. The trend rates were 0.4 × 109MJ and −0.1 × 109MJ, respectively. In summary, after the TGR is impounded, the fluctuation range is the largest in spring and winter, and the trend rate increases by 1.4 × 109MJ and 1.1 × 109MJ, respectively; The fluctuation changes in summer and autumn are small, and the seasonal HF change range shows: spring > winter > summer > autumn.
Figure 5

Seasonal heat flux changes of Yichang Station from 1983 to 2019. (a) spring; (b) summer; (c) autumn; (d) winter. Note: The symbol // in the figure is the mutation year of 2003.

Figure 5

Seasonal heat flux changes of Yichang Station from 1983 to 2019. (a) spring; (b) summer; (c) autumn; (d) winter. Note: The symbol // in the figure is the mutation year of 2003.

Close modal

Spring and winter heat fluxes grow annually, whereas HF in autumn declines annually. The primary cause is a combination of the effects of anthropogenic activities and climate change (anthropogenic activities are dominant). Affected by climate change, the temperature, rainfall, and evaporation have changed to varying degrees, and the corresponding river WT and flow have also changed. The TGR's effect of ‘stagnant cold and stagnant heat’ causes the river's WT to increase in the spring and autumn and decrease in the summer and autumn; The operation of the three-reservoir system has altered the flow distribution law in the middle and lower reaches of the Yangtze River throughout the year: the flow during the flood season decreases as a percentage of the annual flow, while the flow during the dry season increases as a percentage of the annual flow.

Intra-annual variation relationship of heat flux – water temperature – flow

According to the statistical analysis of HF data, the monthly average HF of Yichang Station in the past 40 years changed significantly from March to December. The HF showed an upward trend from March to July, from 2.4 × 1010MJ to 2.6 × 1011MJ, while the HF showed a downward trend from August to December, from 2.3 × 1011MJ to 3.2 × 1010MJ. The maximum HF occurs in July, when the flow is at its peak and the WT is higher.

Figure 6(a) demonstrates that the connection between WT and heat flow resembles an elliptical ring. The clockwise cycle of HF and WT shows that HF increases from March to July as the WT warms in spring and summer, reaches a peak in July, and decreases from August to December as the WT cools. WT and flow have a clockwise relationship as well. The flow increases with increasing WT and decreases with decreasing WT. The HF-WT-flow relationship has a hysteresis, and the peak WT (August) appears one month later than the HF/flow peak (July). Figure 6(a) and 6(b) shows that there is a regular ‘elliptical ring’ revolving clockwise between the flow and HF. Flow and HF increased from March to July as WTs warmed, peaked in July, and then fell from August to December as WTs cooled. As a result, we detect similar cycles in the relationship between HF, WT, and flow rate. The data above demonstrate the full effect of WT and flow on HF change.
Figure 6

Monthly average water temperature versus heat flux and flow at Yichang Station (a) and monthly average heat flux versus flow (b).

Figure 6

Monthly average water temperature versus heat flux and flow at Yichang Station (a) and monthly average heat flux versus flow (b).

Close modal
Figure 7

Fish fry runoff during the 1997–2019 fry season.

Figure 7

Fish fry runoff during the 1997–2019 fry season.

Close modal

Research on the relationship between heat flux and target fish

To quantify the relationship between FMCC and HF, we fitted the fry runoff and HF during the spawning period (Figures 7 and 8). Before the impoundment of the TGR from 1997 to 2002, fry runoff was positively correlated with HF during the seedling flood season, with a correlation coefficient r of 0.88 indicating a significant positive correlation. After 2003, the number of spawning of the FMCC decreased sharply due to the influence of the TGR, and the correlation between the fry runoff and the HF index during the seedling period was not obvious; the correlation coefficient r was 0.16. From 2014 to 2019, the ecological adjustment period of the TGR, the fry runoff was significantly positively correlated with the HF during the seedling flood season, and the correlation coefficient r was 0.7. We cannot dispute that there is no evident relationship between the fry runoff and the corresponding HF indicator during the fish breeding season after the TGD. That is because the reservoir system's operation has led to significant changes in the hydrological environment, such as WT and flow, which have changed the ecological system of fish spawning habitats and reduced their suitability for spawning and reproduction, eventually leading to a sharp decline in fry runoff. However, after 2011, the TGR implemented an ecological operation to modify the WT of the downstream flow of the dam, restoring the spawning environment of the FMCC and establishing a positive correlation between fry runoff and HF. In order to count the appropriate range of HF during spawning, the optimal HF interval was calculated as 2.2 × 1010MJ using Sturges' rule, and the HF frequency curve was drawn (Figure 9). According to the graph, the optimal HF during spawning and reproduction for the FMCC is 8.2–10.4 × 1010MJ. As a result, we believe that the FMCC's spawning and reproduction activities have particular needs for the river HF, which is an essential element impacting the reproduction of the FMCC.
Figure 8

The fitted curve of heat flux and fry runoff during the fry season for three periods from 1997 to 2019.

Figure 8

The fitted curve of heat flux and fry runoff during the fry season for three periods from 1997 to 2019.

Close modal
Figure 9

Heat flux frequency curve.

Figure 9

Heat flux frequency curve.

Close modal

Our analysis of the seasonal changes of HF and the relationship among flow, WT and HF found that there is a similar change cycle between HF and flow rate and WT, and the change of flow rate and WT control the change of HF. These findings are also similar to those of Yang et al. (2021). Our analysis revealed that HF is also one of the most important factors affecting the spawning output of FMCC. Fish spawning and reproduction is a complex process that is influenced by numerous environmental factors, each of which has distinct effects on fish reproduction activities. For instance, lower or higher WTs can promote the sexual maturity of fish, and fish spawning must occur within a specific WT range (Chen & Li 2015); turbulent hydrodynamic conditions significantly accelerate fish gonadal development (P. Zhang et al. 2019; H. Zhang et al. 2019; W. H. Zhang et al. 2019); when fish reproduce, sufficient dissolved oxygen content in water is a key environmental factor for their choice of spawning grounds (Yang 2020). In general, a single environmental factor cannot determine fish spawning and reproduction activities, and spawning and reproduction are frequently the results of the combined effect of multiple environmental factors. WT, as well as the process of flow and flooding, are widely thought to be the major factors determining fish spawning and reproduction (Fang et al. 2021). In this study, the variability of flow and WT in the middle reaches of the Yangtze River is quantitatively analyzed from three aspects (interannual variability, cyclical variability, and degree of hydrological variability). It was found that the changes in flow and WT at Yichang Station in the middle reaches of Yangtze River after Three Gorges impoundment were 64% and 62%, respectively, which shows that the construction of reservoirs has a significant impact on hydrological elements and the changes in hydrological elements directly affect the stability of river ecology.

As shown in Figure 10, the first spawning time of FMCC before the Three Gorges impoundment was generally in the middle and early May, and the first spawning time after the impoundment was generally in the middle and late May or later, with an average delay of 14 days, similar to the conclusion of Wang et al. (2014). From 1997 to 2013, the first spawning WT ranged between 19 and 24 °C, which is within the optimal range for FMCC. At the optimal temperature, the gonads of domestic fish develop rapidly, which in turn promotes their spawning and reproduction. We know that when the WT is lower than 18 °C, the immaturity of the gonads will inhibit the spawning and reproduction activities (Xu et al. 2021), so the relationship between the natural reproduction time and the time when the WT reaches 18 °C for the first time is worth exploring (Figure 10). We found that the first spawning date of the FMCC every year occurs after the date when the WT first reached 18 °C, which confirms the fact that the spawning WT of the FMCC is greater than 18 °C. Before impoundment, the TGR's WT typically reaches 18 °C between the middle and end of April; however, due to the influence of ‘stagnant heat’ in the reservoir's water storage, the WT reaches 18 °C around May after impoundment. In line with this, FMCC delayed their spawning behavior. The FMCC breeding period typically ran from early May to late June before water storage, and it was postponed to between mid-May and July after water storage. And after the ecological operation of the TGR in 2011, the time when the WT reaches 18 °C is not continuously postponed. The breeding duration of the FMCC was also restored accordingly, and the change rule was closely related to the delay of the date when the WT reached 18 °C.
Figure 10

Relationship between natural reproduction and water temperature changes in the ‘four major Chinese carp’ from 1997 to 2019.

Figure 10

Relationship between natural reproduction and water temperature changes in the ‘four major Chinese carp’ from 1997 to 2019.

Close modal

The variation in WT is a significant factor influencing the spawning and breeding season of FMCC. When the WT reaches the spawning and breeding requirements, the flow and water up process is a crucial hydrological factor in determining the amount of reproduction during the subsequent spawning and breeding of FMCC. From Figure 4, we can see that due to the construction and operation of the TGR, the storage effect of the reservoir reduces the runoff below the dam and the flood peak is reduced, resulting in different degrees of reduction in high flow hydrological indicators such as rise rate and duration of high flow pulse. Once the ecological flow demand of domestic fish is not met, the scale of spawning will be greatly reduced. According to studies, the abundance of the fry of the FMCC is positively correlated with the water rise rate, and the duration of the flood pulse, duration of flood fluctuations, and flow size are all positively correlated with domestic fish reproductive output (He et al. 2021; Hu et al. 2022). Previous studies on the impact of the ecological operation of the TGR on the early resources of the FMCC show that the process of rising water effectively stimulates the natural breeding activities of the FMCC. Maintaining the daily growth rate of the outflow rate above 2,000 m3/s·d and the duration of water rise at 4 d can stimulate the concentrated reproduction of FMCC (B. Li et al. 2021a; Z. D. Li et al. 2021).

Studies have shown that the secondary factors affecting fish growth and reproduction are dissolved oxygen, pH, and geology, among others. Different fish growth and breeding have their critical oxygen concentration. Fish will stop growing and even die when the dissolved oxygen content of the water body is below the critical oxygen concentration (Franklin 2014). Fish generally prefer slightly alkaline waters (Warren et al. 2010). The quality of the water environment affects the gonadal development of fish, and high levels of organic pollutants in the waters can inhibit the gonadal growth of fish (Tiwari et al. 2017). Different fish species have different requirements for spawning ground substrate (Bai et al. 2022). In sturgeon and white salmon, fertilized eggs are sticky, and the substrate of their spawning grounds is generally boulder-like. The fertilized eggs of Oncorhynchus keta Walbaum are non-cohesive and subject to water currents, and their fertilized eggs are mostly in the sand scintillation layer beneath the stones. FMCC require a drifting water environment to ensure that their fertilized eggs can float and hatch along their journey (George et al. 2017). In summary, existing research has a more detailed understanding of the environmental factors affecting the spawning and reproduction of FMCC. However, few scholars have suggested the relationship between river heat flux and the reproductive activity of fish such as FMCC. The analysis of this paper found that there was a significant positive correlation between fry runoff and heat flux of FMCC, and further calculated the appropriate range of heat flux during spawning of FMCC.

Therefore, to better protect the habitat of economic fish and increase the number of fish resources, it is necessary to develop operational rules for WT compensation during the operation of the TGR, such as raising the WT from the early spawning period to expand the spawning window, and based on ensuring flood control safety, high flow free discharge should be carried out during the main flood season or before the artificial flood peak in spring to appropriately increase the high flow value. Meanwhile, this study further quantifies the suitable HF range during the spawning period of the FMCC, which provides a scientific basis for the development of a comprehensive ecological scheduling plan for the Three Gorges Project.

This study examines and quantifies heat fluxes in the middle reaches of the Yangtze River. Based on a careful statistical analysis of existing flow and WT data, we determined flow, WT, and HF patterns and characteristics in the middle reaches of the Yangtze River and explored the relationship between HF and fish spawning volume. Meanwhile, this study still has some limitations that can be addressed in future studies. First, in this study, there was limited access to fry runoff data, and there were some deviations in the range of spawning-adapted heat fluxes for the FMCC. Second, this study focused on analyzing the relationship between spawning output and heat flux in FMCC and lacked analysis of the effects of heat flux changes on reproductive activities such as gonadal development and spawning cycle in FMCC. The results are as follows:

  • (1)

    The annual average flow rate at Yichang Station has decreased over the past 60 years, but the yearly average WT has increased. The analysis of the flow and WT cycle shows that there are three scale change cycles in the flow and WT processes of Yichang Station. Among these, the periodic changes of flow on a time scale of 25–31 years and the periodical variations in WT on a time scale of 19–23 years are the most apparent. The overall hydrological alteration of flow and WT was 64% and 62%, respectively, both close to high alteration.

  • (2)

    After the Three Gorges impoundment, the HF increased significantly in spring and winter; the overall HF in autumn showed a decline with a significant downward trend, while the overall HF in summer showed little change; compared with before and after the impoundment of the Three Gorges, the change in HF is the largest in spring, followed by winter, and not much affected in summer and autumn.

  • (3)

    Similar cyclical cycles exist for HF, flow, and WT, rising from March to July and falling from August to December. The relationship between HF, flow, and WT exhibits hysteresis; the maximum HF and flow peaked in July, whereas the maximum WT peaked in August, one month later than the peak HF and flow.

  • (4)

    HF is one of the key factors affecting fish spawning and reproduction. Before the impoundment of the Three Gorges and following the ecological operation of the TGR, the heat flow was considerably positively linked with the reproduction of the FMCC, and the correlation coefficient was higher than 0.7. Based on the spawning time heat flow data and the Sturges rule, we determined that the spawning adaption HF of the FMCC was 8.2 ∼ 10.4 × 1010MJ.

W.G.: funding acquisition; project administration; resources; investigation; supervision;

W.C.: conceptualization; data curation; formal analysis; investigation; methodology; resources; software; validation; visualization; writing – original draft, writing – review & editing

N.H.: investigation; formal analysis; methodology; validation; visualization

H.W.: funding acquisition; project administration

This study was supported by the National Natural Science Fund of China (51779094); the 2016 Henan University Science and Technology Innovation Talent Support Plan (16HASTIT024); the Guizhou Provincial Water Resources Department 2020 Water Conservancy Science and Technology Project (KT202008); Basic Research Project of Key Scientific Research Projects of Colleges and Universities of Henan Province (23ZX012).

Data cannot be made publicly available; readers should contact the corresponding author for details.

The authors declare there is no conflict.

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